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B11-0361 PLANS (2)
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CONSTRUCT � � � ET09 . 16 . 2011 `� � PRC�JECT TEA6� : PROJECT Sl1f�If� A ��` : Di�i/�/ II�IG II�I � E�� � ETA � LS : Q - � OT C & K B LOC K 5 E UAl l UI IIAG E 1 ST F I LI N G Pro ' ect Descri � o � � . . � � � � , p SITE AR� HITE�T Condcar� init� rn El �� ator Additioro °° K. Ha V� EBB ARCI�II -fEC�S P. C . °f- I iis�� = r-o�� -roPO� Rn,P� ic s�a �vE� � � 12 4 IN I L LO W � R I D G E R D . ' . � 00 � � ,��� _ � ._o° SITE DEM�, � ��s �� �� � �� �s��PE ��� � .� o 710 W. LIC� NSF� EA� CIR. IJNIT A Code . . . . � . . . � . . . . . . . . . . . . . . . . J � 0/AIL, CO � I 657 A 002 iis° = r-o�� si�E covEr�,� E c,�L�s ° U ILDING A INTERNATIt� � AL � 111LDI �IG C � DE 2a09 ARCHITECTl1R,�L 8 „ x 8 " x 1 � " CMU - 2 GoRE -,, �' U PH . 970.477. _' Zg9O , A � U� I !4" = I '-0" FLOOR PLANS� LE�/EL � � 2 � ..� � � �"�„ FX, 970.477.2965 Construction T � e ., _ ,_ ., �� _ � p � � o e I /4 - I 0 FLOOR PLAf�lS LEVEL 3 � 4 � n heather� khw� bb .�om , \ U� I L � �/ Lo R� D o , � � OZ 1 /4" = 1 '-0" ELECTRICAL FLC�� R PL�,I�IS LEV�L B 92 3 � 4 ,, � � � � CONTA�TS. Type OfA ,. _ , „ �ZOO I /4 - I -0 ELEVATIOf�lS • ...,. � Parcel #°s: KYLE He VlfE � � / HEATHER gARRIE . Occupar� c }r � l � s � ificati � n : A201 � ��° _ � �-o° E�EV�,-r�orvs 2101 -Q82-09-OQl 2101 -082-09-010 s�rRUCTU �� E � � � t� � ER s�r �ucTU �a� _ 2101 -082-09-005 2101 -082-Q9-011 B LE EN 11�1EERIN TYPE R DIVe 2 5- I ii4�� = i �-o�� Fourvo�,-rio�v p�� � � � o oY G G � a 2101 -082-09-009 I 650 E. �AIL VALLEY � RIVE, G I O � � u pan � y Se p � r'� ti � �t � e S-Z ii4° = i �-o" ROOF FRAMIN �, s�c-ra��s ' i � � � � GEI�IERAL I�IC� TES : VAIL, CoLC� R�,�► O � 1657 ME� �A� IC�L , � �' �' o 2 Hour ( G � r� g �/ R� � ed � � c � ) � =" I . DO NOT SCALE DRAWINGS. PH 97O 476 .2 I 7O Nr - I aO VARIES MECHANICAL LEGEN �, SPECS.� �ETAiLS CG � �' i— . . Z HOUr � I�I � CI'll �� SIG� � CI � � � E- I .O VARIES ELECTRIC�L LEGEf� �, SPE�S. � Cd�1`�41LS � � � 2. VERIFY ALL DIMENSIONS, CONDITIONS, AND UTILITY LOCATIONS PRIOR TO BEGINNING ANY GOI�ITI�C�: TI I� �OYLE � WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLICTS QR DISCREPANCIES N U Cl'1 I� C r Of St� I"I � S e E- Z,.O 114"= I '-0" POWER & SYSTEP'iS PL�N ' IN THE DOCUMENTS IMMEDIATELY. WALL ASSEN� � L�`o 11906 � � � GEI�IE �AL CC� I�ITI'���C� R L�. StOrl � � P- ( .O VARIES PLUMBIf�1GLEGEi�IL� � SPECSoPLA�1 W — I 2 HR . BEAf� ING/ IU � fU � Ei4RIIV � VV/�LL e 3. AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH WRITTEN APPROVAL ' NED �O CC� NSTRUCTI � N FROM THE ARCHITECTS BEFORE CONSTRUCTION CONTINUES IN THESE PARTICULAR AREAS. Flre SUppr� S � 6 (a �1 SY�t� I`�10 PO �OX 3419 4. PLAN DIMENSIONS ARE TO FACE OF STUD, CENTERLINE OF STEEL, TIMBER, STUD COLUMNS, OR FIrC SpC111ICI � CI tr1C� lIgI�80la �- � FACE OF CONCRETE UNLESS OTHERWISE NOTED. SECTION AND ELEVATION DIMENSIONS ARE TO V�II L, CO � I 6 � H TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS UNLESS OTHERWISE PH . 970.845e I OO I � rvo-rE�. FX. 970. 845 . 9979 5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE BUT CC� NTACT: I�OLLIE K ESBC� p /� 0 3/4" f� IN . l"F91 � KIVESS STUCCO , ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES, TOILETS, TOILET ACCESSORIES, � SYIYI � O L � o - „ i CABWETRY, COUNTERTOPS, SHELVES, CLOSET RODS AND FALSE BEAMS. { 1 } 1/2 GYP . � HEATHINC; , ELEVA�'OR ENGIf�lEER �- srr� n� �-r�,L s-ru � �,.�,..�.� 6. REFER TO FLOOR PLANS FOR DOOR I.00ATIONS. REFER TO DC�OR SCHEDULE FOR DOOR TYPES. , , - ,�,>�'°' THYSSEN KRIJPP ELEV�°fOR A4.00 A¢., a ;�° � �� �A'T-i' IiV � lJI�T'6C3fU � 7. REFER TO FLOOR PLANS FOR WINDOW LOCATIONS. REFER TO WINDOW SCHEDULE FOR � " Section Cut Reference Detail Area Referance � WINDOW TYPES. LT • � � . . � �'�sT� ���� . �s � � .�,� ��� 7367 S. REO/ ERE PKV�/Y. , IJf� IT 2-A , -� �, 8. COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING FLOOR AND A3.o _� E�_o�-o~ ` � ' , � � WALL SPACES. VERIFY WITH ARCHITECT WHEN DIVERTING FROM DRAWINGS. CENTENNIAL, C � �O I I � � � \ \1 � Q ����' ,.... * �� � � A, � � Elevation Reference Elevation Symbol 4� � � � � ' , �, .� 9. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY THE CONTRACTOR FOR PH . 303 . 598 . I279 _ , r � . � � � . CONSTRUCTION OF ANY ASPECT OF THE PROJECT, THEY SHALL IMMEDIATELY NOTIFY THE FX. 866 .223 . I �3�37 , / ~ � , � �� ' �� �' A R C H I T E C T. F A I L U R E T O G I V E 1 0 D A Y N O T I C E T O A R C H I T E C T S H A L L N O T C O N S T I T U T E A D E L A Y W a4.� a � r � n-2.a � - > ( 3 � 1/2 G1�P , SHE�THINCi r H E P R O�E C-r. C O N °T�i C T: � R Y A I i I J O N G E W A A R D/ --' a � . 8: Detail Cut Reference Large Area Detail Reference ��-� 10. THE GENERAL CONTRACT06t SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE CODES I LL - .,�.�..�� AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS PROJECT IS GOVERNED BY THE � ozioziaoos � UNIFORM BUILDING CODE 2003 EDITION. COMPLIANCE IS MANDATORY. THE CONSTRUCTION IIVALL ASSEflA � IoYo 1,��'I � DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TO ALL RELEVANT CODES Revision c�oud ttevision symao� s INCLUDING IN UBC ANDALL L!OCAL AND REGIONAL CODES. gm: W _ 2 2 HIZ. BEAF$IRIG VV/QLL� O � I L THE GENERAL CQNTRACTOR AND SUBCONTRACTORS SHALL FIELD GOORDINATE AND OBTAIN � � � � � APPROVALS FROM THE ARCHITECT/ENGINEER BEFORE ANY CUTTING, NOTCHING, OR DRILLING OF Q ANY CAST-IN-PLACE CONCRETE, $TRUCTURAL FRAMING, OR ANY OTHER STRUCTURAL ELEMENTS �rid aubb�e materia� Ta9 WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE CONSTRIJCTION. THROUGH PEN ETRANT- � � ° � S �IALLER � ' Q 12. THE GENERAL CONTRACTOR SHALL VERIFYALL EXISTING GRADES AND SCALE OUT THE MIN . 5`g �� THICKNESS QF � � � [�[ . 6s ° �Q �ICRE�TE ._ , " BUILDING FOOTPRINT FOR OWNER AND ARCHITECT APPROVAL PRIOR TO BEGINNIr1G ANY SITE SEALANT ° , : 5 „ Q �� � � �. �-�..,, M� , WORK. ° �� L19 Z m n r �I { fV . g �fH � CICfVESS OF � S Ee4LAiVl� � . .t 13. THE OWNER HAS BEEN ADVISED THAT DUE TO HARSH WINTER CONDITIONS, ROOF & DECK �� 1 � � SURFACES MUST BE MAINTAINED REASONABLE FREE OF ICE & SNOW TO ENSURE MINIMA� PROB�EMS r �> � VJ `� �� 0 � � 1�- W ,-� WITH THESE SURFACES. J � �p ' 14. SUBSTITUTIONS OF "EQUAL" PRODUCTS WILL BE ACCEPTABLE WITH ARCHITECT'S WRITTEN � � � APPROVAL. CC � W m ��[ I 5. IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE GENERAL CONTRACTOR � � oC P . AND EACH SUBCONTRACTC? R PROVIDE ALL LAB06t, MATERIALS TRANSPORTATION, SUPPLIES, � c c �, h � °� O O , EQUIPMENT, ETC. TO OBTAIN A COMP�ETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE � J J INDUSTRY. A ° � � � J O c `� �J' � J 16. ALL CONSTRUCTION IS TO FIT WITHIN THE BUILDING ENVELOPE AND/OR OUTSIDE SETBACKS � d. Q WITHOUT CREATING EASEMENTS. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. �y� F� �I N ] F� ,� '� 17. THE SOILS REP�RT IS AVAILABI.E FROM OWNER'S SOILS ENGINEER. ' , z � �,�, , i.Ll 18. GENERAL CONTRACTOR SHALL VERIFY ALL SITE DEVELOPPIENT WiTH LANDSCAPE 2 F� R . TF� FZ� �IGFI PERIETR�4T� C) �I FIRESTC� P SYSTEM �� ` " CONSTRUCTION DOCUMENTS. THE SITE PLAN IS FOR GRADI �JG AND LANDSCAPE PLAN IS FQR UL DESIGN �VC� e ,�- - �. � 3a - 2 I°� Ft . � � s� .. LAYOUT; ANY DISCREPANCIES VERIFY_WITH ARCHITECT. i W - 3 '� I.L� - � �,,� � ��� 19. ALL WALL LAYOUTS MUST BE VERIFIED WITH ARCHITECT PRIOR TO LAYOUT � � �? 20. NOTIFY ARCHITECT IN THE EVENT OF DISCREPANCIES BETWEEN UNIT AND CORE/SHELL � � ; DRAWINGS '�' �� � �~~� � PROJ ECT: �' DRAWN BY: HB . . � � , � . . �. . . . . . . . . . . . . . . . . . . � . . . � . � . � . . . � . . . . . . . . . � . . � SHINGLES TO MATCH EXIST. � . � . . . . . � . . . . . � . . . .. . . . . . . , . � . . . . . . . . . . � � �. � � � � � � � . . . � � . � . . . � . � . � .. . . . : . . . . .. . � � � � � � CONTWIOUS ICEANDWATERSHIEL� __. .__ _"_-�_-_._--�— _.___ — — � . � . � . . . DATE . � � OS . � � . 1 � . . . . � . . . . . . � . . . . . . � . . � . . � __ �.�.---__.`— -- __ _ _ — . . . . , � . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . � . � � . . � � � . . � � � � � . � . . . � � 5l8' CDXPLYWOOD� . - . .._. :: _ _—....._ . . . .- .-�.. . . —' ...... .� � ...:....... _ _ .. ..:__. . . .__.._ . . . __.. . . . � � . � , � . � � � . . . � . . � � . . . . � � . . . . . . . , . � . � . . � . � . � . . � � . . . . . . . . . . . . . � . . . . . �. � � . . . � � 2X45LEEPERS ... . . . _.. ._. ... ..._ ...._.. . . . .... ........_ . .. . .._._....... . . ..._......._ _ . ... .. __ . � . � . . � . . � . . � � � . . � . �. . : , � . : . . . . . . . . . . . . � � � . � . � . � � � . � � � � . . � . . � � � . � � � � � . � . . . � . . . . � . � TWOLAYERSOF30# FELT � � . � . . � � � � . . � . . . � . � . . . . .. . . . . . . . . . . � . . � . . . . . . 5/8' FIRE RATED PLYWOOD - � l ' - G g� . . . � . . . . . . � � . . . . . � . . . . � . . � . � � . . . . . . . � � . . . � � . � ." � . . � � � . � . � � . . � . � � . �. � � . � . . . . . � . � .. � � . 4" RIGIDINSULATION . � � ( � /\ � ( . „��°✓ �'� � . . � . . REVISIONS . . . � . . . �. . . . - . . . . . . . . . . . . . . � � � � . � . 5/8" TYPE 'X' DftYWALL . � � 1 . � dP � . � ye� � . . � . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . � � . . � REF. TO STRUCTURE � 1 �A�T I S��TI N�M N �2� � \ , \ . �� �. H � � 9gP . � � � 7 ��. . ,. . . . . . . . . . . . . . . . . DRAWINGS S-7J MIN. 8" ,� . . 0 / � � � . 2 011 � H �... � � �„��,� � �� � .. . � . � � � � � � . . . � � . . . � . � � � . � � . . . . . . . . . . . . . . . . . . . . . . NEW(3)5/8" TYPE 'X' ORYWALL �.� �ti.� � � 1 ��1 .�1 � ��� �E`� �� �� � t�� �. . . � �'" ��,�� "*�, !`,�� g ...� . . . --� �- . . ,od,p (� � �� 09 . 16 . 2011 HB � � . . . � � . . � . . � . . . ., . . . . . . . . . . . � � . . . � . � . . . . . � � . . . . . . � � . NEW RESILIENTCHANNEL � � � � . a" 86'� � ^��� P` a .=x. . . . � . . � � � � � . � . � .. . . . . . . � . . � � � . � . .. � . � � � . . . . � � � � . . � . � � . . . � � . . � . � � . . � . . � � . . . . . . . . NEW (1)5/8" TYPE 'X' DRYWALL . . . . . . ��e° g ���° ° � . � ��„4�'-�' �, � . � . — . � . — . � . . �' � /' �� � _ _ _ ��� #�a� � ��3y �m�y� . . . . . � . . .. . . . .. . . . . . . . � . . � . 4AQy � .. . . �.ye . . . . . . . . � . . � . � . � � . . . . . � . � . . . . . � . . . . . � . . . . . � . . . . . . . . . . . . . . . . . . . . . °c6 .Q��� � . ���� �`�'""W..,�,,.. . . � . �s �P � ` � � � . � . . . . . . . . . . � . . . � � . . . . . � . . . � . �. . . . .� . . � . . � � . . . � � . . . . . . . . . .. . . . . . . . � � . . . . � � ��..,,�4 '}i,.w 4� . . � � � � � . �'.. �� T�(PIGAL R�J� F DE°fAIL- UL L5�6 �� �,� —_ 2 H R. � R _ � �'� � � �� �,�� � � k � BIDG . A ELEVATOR- � - . � � VER HEET � � � a � : . _ _ . � : � . ._-___ .�.����.� ���.� ���nY���re _ �zn _ �_�_� m������� _�nrA.�. _. .��, . . _�..�� _ — ----------- __. _ .�� _ � _ � �� �� ��.� __._._ -- - _ _ _�.�.� ___...����.�.:�.� �_�.� . .. . . . . . . � . . .. � � . . . � . . � . � . . . . � . . . . . . . . � . . . . � . . � � . . . � � �. . . � � � � � . � � . . . � � . . : � . � . � � . . . . � . . . . . . . . . . � . ' . . . . . . . . . � . . . . . � . � � . . . . . � . . . . . , � . . . .. . . . . . . . . . � � � . . . . � . � . � . . � . 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' f / / ; / F /� .. � � '` ' % /J / . . . ,s �. � ' � '� '� � � . . ! � i �^ � i . �°°°° r`f fl . . i� � ! �� � / . ���. � i /%' / ,/ ' • - . _ ,.^ / . �. � „- . F i � .�� , . :` ^ / ; j , i � r . / ' ,/' f ."� .' / / � F / i . . i-- .___ . ,. ,� , . . _ "� � .' . �--••_ . . f . . . . � ' i' � f% � /� / / • � / :'` ��f f" ! f . �' % � / � ! � '` ! ,.^ / / � f^ � / / / . . � � �t � F.� ' ` F . F� ,'� . . / /�� ;/ r^" %'f /� f ,f "� / . /` ,/.' !/ / . . . . . . . i . r F . / ' I , �' f 4 . / � /` / i / . O I f� " � / / . � ;' : . � r' . � f' � l f ^' fi / r f;r . . ,! f � � I ; F' /� F F � . � . :. \ � . I � f ;� �/ . . � . ,.' � / / . �% . . f . . . . . . . � . / � T . i � . / ,f /` �. / . � / f ,,� ,� � . / . i ! ? � ` . `.�.. I � � / . . ' � r' i . ( �' / . %� f� � !� / . / . l' . . � . . . . . i ,.�/ ;'� l� r`f � / � % � / . i i` / ,� � \ . . � . I i . / f . . . . . . / � / ,^f r'� / . i , ?` i� /� / . \ \ F` � ! � f� . . . / . . . / r � ; � f ,�`` .F / i` �.�_ i . � � . / . i� � . F`' f� / .. , `� F� . /� . /� f / f _ ?\ � r . I�' . . F . . . / f / . / . l . f � . /� . . . / / F � �� �� ll . . 'i � J ! J I �• � % /� � � . . . . / ! l� t � ,� ,� � ;'' i'',� � F / i ! f` I � / , f � , / / / J ;' / Z , � f � \ `� i / r'" � � / - r � , ,� � j f ,��`' , � ,�' /`� f / / , i '� , ,%. ,F` / f i" f' ,� . \ ;� C 1 / % f �� \ F � � / i" � / I 1' � /' i � . i% / �i� F ' � r � iF f f . Y .� . � . / j / / ( / / / /!' / � , ' � 1 , r � � i F / � / , - '� - i' � � � /`l � , ,� � , , , � ;F ,/ , l �- , �,� ,, / __ _ � , / , , ,� , � , � ;r' ,� ,� � �� �. f �; ,/� �' , � ,� , , ,�` ; i , , , , �`` � � � � % / � '' � � F ! ' � / f � / ,�'' ; � I � � f ,�` , / ,� � i % i ,� �' , r , , �_ �� % � , F , / f ,� , ; O , , � , � ) / � / , � / � ; ; , / i', ; r r � / , / 7 �` f / i F / . , h, f` / r'� . F' f'� i� - ,�`�� . / . i t�� � f- � '/�� . . / ! I i C A / i � �' �� � i� � � f ' /� i f / ! � � V f` � /r / F� l . f � . . � / / . �� . ;'`! . ' r - J f F / � ` / � � � f i ( � i f f � l ,� / F ,''` / /�' / � % i' r � - _ j ,%' ; i / � r'� ��-, / � . F ,�' f . I � ! ` r { / i [ ��� . . . f / . i - / �' . . � � . ./ .'� �l ! . f / �` \ / . i / -=-_ . . �'' . . . . �` � �'� i ` ; C ( � �F,. ,, f l r / ! J� r% !�� � �f / � . . . A`� l % /� F. . .F "�\Y�� I . ( �, / i f f f . . . . ' ; F l ./� /' / l` � � � / / . � - / . . . . '" ' I � . 1 . ^ � � J� I / . � F" .!` � f � i . � f � . i ! _ (y� ■ F'� " . f � . /� �/� � /� �'� � f - . % � . . . / � f l� fil 1�. . -__ / l / - � / �' F f . . . F . ;` / / l / �. / I . ---_J''---�_ . � . . /" / . .. . . � � / / 1� . l� I . . i / / � .� . /� � f I �� F� /� . . . . / /� / \ '�-_ l/ . %/ p / / / / ! ! !! � � F f 1 � / r I \ /� / � .�� /' . i f f" / / % r` / ,`. . f f . _. / % i /� ( �l -' l ( � . \ / f / / � / �� f` \ f � %� . . � �1 . . � f ' / "� / I . � . . f` . . l l . / � . � f � �/ . 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I � f F i f % / �` / /� /� i` � f / / f i / / . `�7 ' / . � f . . / � i / f /� /` /` / ' � ; � �'" / � � % / ,�` fi / / � � - f' . . i . . i' . ,! � / . /" / � {' / � / f J 'l f � f / / / ! l I /�' f /� � � % / \ / J f l f ) / / F f % / � l " / I ! FF /� / / f / / �` / / � ,/" ! fl f � / / l � f f % / � / / % F / f� / � % \ 1 F� f / / / / f fF � i � / / I � � fi f / ,�Y F � f � / / / ' f � / /r � / / � /� � ! ! / ' f� � � � / � \ . A� f F l l /'l / /� /� . % l� F L . /. . � I � �G � 6 � / /� ! f . �` / . . . . / ,! � � , I I / / r f � F % \ f % F / / f � , f i �� � , � E , _ � � , ,�'` �` ,%' , ' % , ` f' ' ! l � / %� • f� � �' / / F F' '` � f % r . � / � I i / i ,� . / r F �' � / � / / �`� � � ` C / i �r`� �'� / F' i� % , / � i / . i %` - r'f i' r'� / . , . f f i . f� �� ,F`� � � . � i i /' F / / / f � / l f' f i `. r /' � u I � ,/� � " / !' f / i � � � f� ��,' :i . �� f` � i F / f � i _ � / � . / ( ^ . .1: ' r i f . � . 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' ��. ' ��� .�G >'v. ��...:.:/�„v�l./Gi„ /,/„//iriii/iG.i,/„� ./ . , i/ �. � . . . . � � � � � . . . � . . . . . . . � � � � � � . .. � � � . . � . . ��i% . . . . . . . . . � � � � � � � � � � � � � � � � � � � �� ,,� � � � � � � � � � � PROJECT:� � � � D RAW N BY: � H B I � � , � � � � � � � � � ; � � � � � � � ; ; ,,ii '� � _� � ';� DATE: 05 . 16 . 11 r i �� -�-� �-�- „� ' � . . . � . . � . . . . . _ . . . . . . . . . � i �✓/ / i : r�i /� i/ ji / r/ � i i� � ��ii�/ i � . � � . . � � � . . . . . . � � � � � . . . . � . .. . . � . . � . . . . . . . . . . . � . . . . � . � . . . . . . . . . . . . I 1 / � . �� / �/�i�� / r�� /���///� � ir� � � . . . . . . � . . � � � . � � � . � � � � . . . . . . . . . . . . . � . . . . . . � � . . . � . . . . . . � / / - � // / :: / / i / i/ r � . . . . . . . � . . . . . . . . . . . . � � . . . / i / /�/;:/ii i i r�!// '"i/i / �//� :y /iir� f . . � . . : . � � . � . � . . . . � . . . � . � � . � . � . . . . �. .. .. -r,.,��N�/-i G,d.zf, ,i��,C✓Lo,, .��l,.�i r i ,/�c.�✓�/, i ii . /„i,.,G... . . . . . � . � . � � . . � � . . � �.. REVISIONS : PROPOSED EAST ELEVATlON 07. i I .ZOI I HB Z ai4° = i �-o° 09. 16.2011 HB p �� �� � � ���� R � � ��� � ����t��� ��� � -� , , `" `��" ����� ��� �� �� � � � r � � � I �� �.a � � �� � � ,, �� ��W� � � . . . . . � . . . . . . . . . . . . . . . � . . � . . � . � . . . . . . � . � . . . . . . . . . . . . . . . �$ � � .. ������$ . . � k . ,�. ���� Q ��� � �.,� � �� �:� �'° ` �"�x �,�: �.; .�__ �..�,�. a ._� ��� _ �,.���� �.�..�. �0. `_NORTH BIDG . A ELEUATOR- ELEVATIONS a . , � t �II �IL'�: YtiGen�4-�I t�R�4l1J1'�i� '1'i"IB F�EV18�P: , I�VlB�EDa � .� .� �aq AEG/,��. �+Y � MM«� �,MC54�•�,MCHq,����'��� . � *F"''�' �p�C:. :� � �'� � m« r • •� � � ��• � ���V � n� � � .�w..�,.�■�.� i�AIR �F x 4 x Yk r�►N6L�'r m � GUT N�W t�i'�NING IN ' �XI5TIhJC� GMU WAI.I. � � M °�, a P � �— � � � .� � � � Q� � � � � � � a � � -� �� � � @� � � p M .- q.... 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DRILL � EPDXY GROUT �2) ° �4 x 24" DOWELS INT� �CISTINC� DRIL.L � �'C)�"f �RC.�U1' �2) p �4 FDUND�TION AT AI�W BONT� x �4" L�C�YVEl.S INT'O �CI�T'11JC� DAtE: 06/20/II t 5TO1JE 1/ENEER BE�4M ELEV,�TIUNo LAi� �C11�L� FOUi�,4'fleJt� AT ld�i�l �ONrJ FILE: YIIGenA-Si . 18 BE51DE NEW B��Nt BE1�M �L�i/�TI�N. Ld�P L�Ol�!EL�► �� T�RAI�I: TNiB INF� AN . � �s � ' #Q' 6n O.�ie I � I� 'N �I��� . � � VI DS x STONE R #4 � 6 " O.G. 18 ��4GH WAY 0 � �VI3ED: � E�GH INfi�Y �g 5/8 " D I �. HE?�DED � ANGHOR 5TUD5 0 6 " O.G. _ � _ � BUND ��l�t �� � ��ID �EAI'�( � DRILL � �PDXY GROUT #4 x 24" DOWELS � 16 " O.G. w/2 #4 GC�N1°. �f2 �F GONT. BOND BEP�M �� w/2 #� GONT. #�F � 6 ° OeG. � 8 ' O.G, ��IR 1"(G � x I� GHP�NN�LS � �9' �►>�. _ EMBED 6 INTO EXIST. WALL 0 8 ' O.G. �4 � � °' O.G. Er�GH lN�Y �AGH W,4Y Y�xlO w0 5!8 " DIP�. DRILL � EPDXY GROUT (2) — �F 3 f�.�.5. � Ca " O.G. 8 ° GMU WAI.I_ �" GMU W,41�L x 24�� DOWELS INTO EXISTING 6 x 6 �x /8 �tNGLE �� Gi2UUT S(,�LI� C�iZOUT SOLID FOUNDP�TION AT NEW BOND w! 5/8 D1�4. x 6 8 GM1 WALL �e�eli2 �iG 8 x I � GI-4ANNELS ,;,••••� �PDXY ANGHORS GROUr SQLID T�'Q LlCEj��, BE�4M ELE1/�tTION. LAP DOWELS PAIR 4 7c � �c �°� a��lCal�� STONE 1/ENEEi� � . o " . . . • � ib " �.e. p .P'� nn. e °•.c� 18° BE51DE NEW BE,4M . 9~`0�� �y��°� REINFORGING. �3 P1r4GE5� #4 � 16 °' OoG. � � I � ° �J.G. � .� . � o ip �� o.�. `� � �� 5 � . � .. BOND BEAM w/2 #4 GONT. � � ° '��* �► 8' O.G. �S�(�P�' . �8 DUiZ-O-Wo�l_L. -�"'`� #� L?UiZ,-�-Wh�L.L � (6 " O.G, GUT NEW OP�NIN� I � � B6 " O.G. #8 DUR-O-W�LL � �� � „ � i6 0.,. �U�r N�t oP�tIN� IN °' � �XISTIN� eMU W�LL �, 4 8 GMU YVALL �� 4 EXi51'INC� GNtU Wfi�1..L GROUT SOLID 6 �4 �h � 16 ° 0.�. L 4° GMU STONE I24 ;., , ��F � 16 ° �.G. 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Tl'PIGd� Q ��� ,� �� � � � � s�t riu�� _ . � � � � � � �� � �� � 2 �-o� � IYIE � HANICAL SPECIFIVATIONS . 10. CUTTINGANDPATCHING: ANDLOCATIONSOFA�LOPENINGSWITHAPPR�PRI�I"EEC�UIPMEfVTREQUIREfVIENTS . � � � �--� � � I ��L L � � � I � � � � a. ALL CU�TING AND PATCHING REQUIRED OF THE STRUC'TURE (fVEIM OR EXISTIhJG) SHALL. NC?TE : ALL SYMBOLS SHOWN ON LEGEND BE PRO'JIDED UNDER OTHER SECTIONS OF THE WORK. 17. PERMANENT ACCESS TO EQUIPMENT SHALL � E f'RfJilIDE�, A(UD A IVIIRIIMUM (�F 30° CLEAR ARE NOT NECESSARILY USED. .� � � 1 . GENERA�: � !A 6 � b. PROVID= NEGESSARY REQUIREMENTS TO THE PR(�JECT SUPEE�IN�'EN �ENT. WORKING SPACE IN FR(�NT OF ACGESS Pl�NELS 1"C�t TH � �QMPl�ESSOR, BLOWER ASSEMBLY AND � �!3 � N a. FURNISH ALL LABOR, SUPERVISION , MATERIALS, EQUIPMENT AND FACILITIES c - Hws - HEATING WATER SllPPL�( OA OUTDOOR AIR � U N � c. X-RAY �LABS PRIOR TO CORING. AIR FILTER SEGTION OF THE EQUIPMEM1IT SFi�LL BE I�F�OVi6�EI� �l° � ENEF�AL CONTRACTOR. +-� t.t) NECESSARY TO FURNISH , FABRICATE , DELIVER, STORE AND INSTALL ALL WORK NOTED � � 0 U 00 -HWR- HEATING WATER REl"UFiN RA RETURN AIR ON THE DRAWINGS AND/OR SPECIFIED HEREIN . � 'v) � 11 . CLEANUP: 18 . ALL EQUIPII� ENT SHALL BE SECURELY FASTE� Ef� l'C7 TH � �tJILLIIIVC� �TRUGTURE WITH CC�DE -GWg - CHILLED WATER �U�PLI° SA SUPPLY AIR � Cn tA � � b. THE CONTRACTCIR SHALL FURNISH AND INSTALL ALL WORK NECESSARY TO MAKE A ,�, UPON C3MPLETION OF THE WORK UNDER THIS SECTIC)tV , THE C(�Nl"f�ACI"OR SFiALL APPROVED VIBRATION ISULATORS . � C � O �;" COMPLETE SYSTEM WHETHER OR NOT SUCH DETAILS ARE MENTIONED IN THESE -CWR- CHILLED WATER FZ�TlJF2N EA EXH�0.UST AIR Q ,� O > O REMOVE AL� SURPLUS MATERIALS , EQUIPMENT AND L�E�F�IS 9NCI �EfV�'AL TO THIS WORK � N � c( � SPECIFICATIONS OR SHOWN ON THE PLANS , BUT WHICH ARE OBVIOUSLY NECESSARY - SMS - SNC?WMELT SUPPLY RAD RETURN AIR QAMPER AND LEAVE THE PREMISES CLEAN AND ORDERLY. 19 . �ACH PIECE OF EQUIPMENT AND ALL SY�TE �� > H�4LL �� A�JUSTEL� AND RE-AQJUSTED 1'O N TO MAKE A COMPLETE SYSTEM , EXCEPTING ONLY THOSE PORTIONS THAT ARE INSURE PROPER FUNCTION OF ALL COIVTRUL s, MAIRITENA�t;E UF l'EfVIPERATIlRE, ADEQUACY OF - SMR - SNOWME�T RETl1RIV SAD SUPPLY AIR DAMPER � � � r- X O SPECIFICALLY MENTIONED HEREIN OR PLAINLY MARKED ON THE ACCOMPANYING 12 . MECHANICAL IDENTIFICATION FLOWS AND CAPACITIES , � LIMINATION C) F �[� IS � �k�iL� Vl ��l"14N , A�lD SHALL �E LEFT IN PROPER - RFS - RADIANT FLOOR SUPPLY SG SUPPLY GRILLE � � � � � V ' DRAWINGS AS BEING INSTALLED UNDER ANOTHER SECTION OF THE SPECIFICATI(�NS. ' - +d V- - a . EQUIPNENT NAMEPLATES : METAL, WITH DATA ENGRAVE� �R �TAMP�L�, FUR OPERATING CONDITION . - RFR - RADIANT FLOOR RE7'IJRtV �G RETURN GRILLE L s � (n ' � PERMAPIENT ATTACHMENT ON EQUIPMENT. � � U 2. WORKMANSHIP: G GAS TG TRANSFER GRILLE � � U d= O � b. PIPE MpRKERS: PREPRINTED , COLOR CODED , WITH LETTERIf�(3 IfVDICATING SERVIGE, 20 . TEST & BALANCING : Q CV � a. THE WORK SHALL BE ACCOMPLISHED IN A THOROUGH AND WORKMAN-LIKE MAf� NER ` - MPG - MEDIUM PRESSUR� �lATUf�L �A� Si� SUPPLY DIFFUSER V AND SH�WING DIRECTION OF FLOW. a . THE ENTIRE HEATING AN � VENI'ILAI"IIVG >Y�TE�II �HALL �� BALANCED BY AN • � °� � �S o�'0 N SATISFACTORY TO AND MEETING THE APPROVAL OF THE OWNER AND ARCHITECT. c. VALVE -AGS : STAMPED OR ENGRAVED WITH 1 /4" LETfERS F(3R PIPIIVG SYSTEM INDEPENDENT CERTIFIED TESI" AfVD �ALA�l�E CQf1� Pfi0P��. -U PIPE RISER RD RETURN DIFFUSER � U 0 Cp pp ClZ A B B R E\'I A T I O N A N D 1 /2" N U M B E R S , W I T H N U M B E R I (V G S C H E M �. P R O V I D E 5/32" H ULE b. 5 C O P I E S O F T H EI R BALAfV CE REP�R�f� � FiALL BE �U� f� ITl"�D TO THE ENGINEER FQR � P f P E D R O P TD T R A I V S F E R D I F F U S E R � '� W �+ � . 3 . MATERIALS : FOR FASTENER. REVIEW AND APPROVAL. .. W j LLI 5 r; a. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND THE BEST OF THEIR RESPECTIVE ,. PIPE TAKEOFF (FRC1M �QTT�A� QF fi�AlRl� �T TFiERMOSTAT _ � J = � d . VALVE -AG SCHEDULE: PREPARE A VALVE TAG SCHE�ULE Tf� � E SUBiV11TTED T'� THE c. ALL REQUIRED RE-SHEEVING AR! [3 A�J11�1'9R1 � C}F EC�IJI �MENT SHALL BE MADE �Y THE (� W � (/) � KIND , FREE FROM ALL DEFECTS AND OF THE MAKE AND QUALITY SPECIFIED. ` -{}- PIPE TAKEUFF (FRLl�/I TOP OF MAlhl� � MAINTEVANCE ENGINEER FOR RECORD. TEST & BALANCE COfVTRACTt�R. �S SENSOR (CALL OIJT ON DRAWINGS) � '� _ o � PIP END CAP � � r- aj d . ALL FINAL NIEASURED CAPACITiES �FiI�,LL � � WITHIfV 10 /o � F 7'Ht7SE IfVDICATEQ OfV THE +-+ V � O � 4. SITE INSPECTION : 13. REFRIGERANT PPWG : PLANS . � PIPE CONI'INUATIC7M1! FIRE/SMOKE DAMPER C) � � C� op p a . CONTRACTOR SHAL� VISIT THE SITE OF WORK PRIOR TO SUBMISSION OF HIS BID AND _ . N Ri � � Q a. REFRIG=RANT LINE SETS SHALL BE FURNISHED BY THE COt�QE�ISING UNIT PIPE EXPANSIOfV Gl1fD� �_ U O ^ � THOROUGHLY FAMILIARIZE HIMSELF WITH THE WORKING CC7NDITIONS & EXACT NATURE F{ RE DAMPER MANUFACTURER AND BE PRE-INSULATED. 21 . FINAL LOCATION OF GRILLES , REGISTERS � DIFFl1SERS �HALL �E PER THE ARCHITECTURAL --� I �-- PIpE UNION � � C � � OF THE WORK. b. REFRIG=RANT PIPING CONNECTIONS SHALL BE BRAZED WITH 15°!0 � ILL FLOSS. P'URGE PLANS , ELEVATIONS OR AS PER FIELD REC�UII�Et�IENTS . --�- PIPE ANCHOR V � ¢ d�' � b. SUBMISSION OF A BID ACKNOWLEDGES FULL RESPONSIBILITY FOR FURNISHING A � MOl'UR QPERATED DAMPER (MOD) L PIPING �'VITH NITROGEN WHILE BRAZING . � � COMPLETE AND FUNCTIONAL SYSTEM . FLEXIBLE PIPE CONRIEC°fl(�IV X c. PROVID= HANGERS , SUPPORTS AND INSULATION SADDLES AS REQUIRED AND PER ANSI 22. THE GENERAL CONTRACTaR SHALL FURNlSFi $� IRI�TP�LL ALL OF °TFiE REQUIREL� ACCESS PANELS MR,NUAL BALANCING DAMPER p c. NO CHANGES 1N CONTRACT WILL BE MADE TC) ACCOMMODATE OR ALLOW EXTRA FUNDS REQUIf�MENTS. PLUMBERS TAPE AND WIRE ARE NOl' ACGEPTA�LE . IN THE DRYWALL CEILINGS TO GAIN SERVICE ,4�CE�Z Tt� THE EQUIPMENT. EQUIPMENT WITH "'�'- PIPE EXPANSION JOI (V"f �� m FOR ANY OMISSION WHICH RESULTS FROM A FAILURE TO THOROUGHLY MAKE THE CHANGE OF ELEVATION d . REFRIG=RANT PIPING INDICATED IS SCHEMATIC ONLY. SIZE � IPING �4fV � �ESIGN THE MANUFACTURER MANDATED SERVICE REQIJIf�EIVIEf�T� INSTALL�� WITHIN CRAWLSPACES (VIUST � POINT OF NEW COI� NECTIC)N �- �o O (D) �ROP (R} RISE EXAMINATION . � ACTUAL PIPING LAYOUT, INCLUDING OIL TRAPS, DOUBLE RISER� , SPECIRLTIES , AND BE A MAXIMUM OF 20 FEET FROM ARI ACCE�� PARIEL. -�I�F- PLUG VALVE PIPE AM TUBE SIZES, TO ENSURE PROPER OPERATIORI p:fVD GqfV1PLIANCE WITH FLEXIBLE DUCT CONNECTION 5. CODES AND PERMITS : -VF- CHECK VALVE WARRAVTIES OF CONNECTED EQUIPMENT. 23 . ALL EQUIPMENT SHALL BE INSTALLED AC��R� IIV � TtJ 1"HE MAtVUFACTURER'S INSTAL�ATION , T NIN VANE IN ° ELB W a. ALL MECHANICAt EQUIPMENT, WSTALLATION , ETC. , SHALL CONFORM TO THE 2009 -�F- BA�� VALVE � UR G S 90 O e. EVACU�,TE THE ENTIRE REFRIGERANT SYSTEM WITH A VACUUfVf Plllvt � l"O A VACUUM t}F C?PERATION & MAINTENANCE MANUAL'S REGC2MMEfVD�TlO(VS ESPECIALLY FOR SERVICE INTERNATIONAL MECHANICAL CODE ( IMC}, 2009 INTERNATIONAL ENERGY 500 MIC�OMETER FOR A PERIOD OF 12 HOURS PRIOR T� CHARGIfVG. CLEARANCES. -K�, ° BALANCING VALI/E DUCT SIZES ARE NET FREE AREA CONSERVATION CODE (IECC) AND ORDINANCES AS INTERPRETED BY THE TOWN QF VAIL ??x? . 1ST NO. IS DUCT WIDTH . ' --�- FL(aW REGULATQR 0l�LVE BUILDING DEPARTMENT. 2ND NO. IS DUCT DEPTH . 14. TEMPERATURE CONTROL DEVICES: 24. FILTERS: --���-- BUTTERFLY VALVE b. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS . a. THE HV,�C SYSTEM SHALL BE PROVIDED WITH 7-DAY PROGRAMWIA� LE AUTOMATIC a . SHALL BE UL RATED AND APPRC)VE�. � SECTION THRU ROUND DUCT c. COPIES OF ALL PERMITS AND INSPECTION REPORTS SHALL BE SUBMITTED Tf3 THE -�-- PRESSURE REDUCIIVG VAL06� SPACE 1'EMPERATURE CONTROL DEVICES (THERMCISTATS} AS SH01n/fV QN THE PL.�fVS. b. PRESSURE DROPS SHALL NOT EXCEE� . 10°' �TATI� f�RE�Sl1RE. ARCHITECT. SECTIC?N THRU SUPPLY AIR DUCT THE THERMOSTATS SHALL BE CAPABLE OF SCHEDULING OCCUPANCIES AND PROVIDIIVG -{�- 2-WAY CONTROL V�LV� ' SETBACK CAPABILITIES TC� MAINTAIN ZONE SETPOINI'S DOWN TC} 55°F QR UP T� 85°F. 25. ELECTRICAL CONNECTIOfVS: i 6. AS-BUILTS: SECTION THRU RETURN/EXHAUSTAIR DI. CT b. CONTROLS SHALL BE CAPABLE OF OPERATING THE SYSTEM HEATING AND CC�OLING IN a. UNLESS OTHERWISE INDICATE� ALL MP�GIV �1'IG �IfC�TOR STARTEf�S , THERMAL 3-VVAY CONTROL 1(�LVE a . CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS-BUILT QOCUMENTS WITH AL� SEQUEPICE AND SHALL BE ADJUSTED TO PROVIDE A DE�DBAND OF A1" LEAST 5° F fJVERLOADS , LOW VOLTAGE TFiERMC7�TAT�, CC1N�fRQL RELAY� , CONTROL _� CHANGES NOTED THEREON AT THE COMPLETION OF THE PROJECT AND PRIOR TO FINAL (�J ROUNQ DUCT TURN DOWN BETWEEN HEATING AND COOLING . TRANSFORMERS ANQ SOLEt�01 � VP�Li/�� �H�tLL �Y FiJRNISHEL� BY 1"HE MEGNANICAL 4-WAY CONTROL VALVE ACCEPTANCE AND PAYMENT. c. THERMOSTATS SHAL� HAVE NUMERIC SET POINTS I (� °F ADJU TAB�E ETF INT T P C�NTRACTOR. � � , S S O S O S � SUPPLY DUCT TURN DOWN AND SH4LL BE MOUNTED AT 54" ABOVE FINISHED FLOOR /�DJAGENT TO THE RO�fVI'S b . PROVIDE MOTORS AND EQUIPf� ENT" Ft3R (?fVL'Y TFiQSE CURRENT CHARACTERISTICS DIFFERENTIAL BYP'A�� VALVE Q � -- RETURNIEXHAUST DUCT TURN DOWN 7. GUARANTEE: LIGHT SJVITCH . INDIGATED ON THE DRAWINGS . �� � � a. CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL LABOR AND MATERIALS ON c. IT IS THE INTENT OF THIS DIVISIC�(V T't� REC�UIFt� ,� GOIVIPL�1°E SYSTEM PER THE STRAINER CFM-S � A�L WORK AGAINST DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE --� -� SUPPLY REGISTER/DIFFUSER/LOUVER Q 15. BEFORE STARTIAG ANY WORK, THE CONTRACTOR FOR THIS SECTIQ(V QF 1'HE WORK SHALL CONTRACT DOCUMENTS. M1lECK SIZE YEAR AFTER COMPLETION . EXAMINE A GOM �LETE SET OF DRAWINGS FOR ALL TRADES , INCLIJDIf�G AR�HITEC'fURAL, d . COORDINATE ALL EQUIPMENT R�C�UII�ING �L�C�ff�1�9�L PCJWER, REGARDLESS OF NATURAL GAS PRE�SIIF�E 6�EGULA'f�b� �cF�n-R(� STRUCTURAL H'/AC ELECTRICAL FIRE PROTECTION AND PLUM �ING . L11 �VI � NSIONS SPACE VOLTAGE WITH OTHER TRAL7ES �O THAI" ALL SYSI'EM a Af�E CtJMPLETE AND � NECK SIZE �/ RETURN REGISTER/DIFFUSER/LOUVER 8. SUBMITTALS: ' ' ' ' ' � � REQUIREMENTSAND POINTS OF CONNECTION T(J ALL EQUIPMENT SNALL �E VERIFIED, AI� D AfVY OPERATIONAL. -�-- AIR VENT CF�M-o.,4.� p�TSIDE AIR REGISTEWDIFFUSER/LOUVER a. CATALOG INFORMATION AND CUTS OF ALL EQUIPMENT AND DEVICES SHALL BE t� ECK SIZE � MINOR ADJUSTNENTS NECESSARY TO AVOID CONFLICT WITH THE BUI �� IfVG �TRUCTURE �;tJD e. A�L THREE PHASE (�1f3TQRS SHALL BE i�Rt�VIL�E� VVITH PHASE LOSS PROTECTION. SUBMITTED TO THE ARCHITECT FOR REVIEW (SIX COPIES OF EACH). _ �CFM-E � � � THE WtJRK QF THE OTHER TRADES SHALL BE MADE. CONTRACT(�R SHALL NC)TIFY ARCHITE�T f. ALL SINGLE AND THREE PHASE I� OTI'�R� o �1"ARTERS �4N � DISCONNEGTS PROVIDED BY � PRESSURE TEMP. TA� � ECK SIZE � EXHAUST REGISTER/DIFFUSER/LOUVER � � iMMEDIATELY IF ANY MAJOR CONFLICTS OCCUR. MECHANICA� CONTRACTOR P.Plf3 V1fIRED �Y TH � �L�CTRICAL CONTRACTOR. 9. COORDINATION : -�4 PRESSURE GAUGE -�-�U - CFM DOOR UNDERCUT _ a. THE DRAWINGS ARE DIAGRAMMATIC AND INTENDED TQ SHOW SCOPE. � W �. 16. CUORDINATE LCCATIONS OF ALL R(30F AND EXTERIOR WALL C)PENIfVGS V1fITF9 ALL RELEVANT 26 . TEMPORARY HEATING QURING CONSTRU�TlQ� : e- THERMOMETER � ' �1 b. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES TO PROVIDE -� a (A) SECTION CUT LINE TRADES, AND PROVIDE WATERTIGHT FLASHINGS WHEREVER PENETRATIQNS �CCUR. �X�GT' a . MECHANICAL EQIJIPMENT SHALL NC3'f � E 11TiLIZECe FC1R TEIViPORARY HEATING. "� d " BEST ARRANGEMENT OF ALL DUCTS , PIPES, CONDUIT, ETC. �� Q LOCATIONS ANDSIZES MAY BE DEPENDENT UPON EQUIPMENT SELECTIOI�S; COORDIfVATE SIZES (B} SHEET SHOWN ON � C� ' r , _ � � w � kr � o Z -0 . � v SE UENCE OF � PERe4TION . � Q w ^ o �o J ' AC-1 : UPON A CALL FOR COOLING FROM Q► WALL MOUNTED THERMOSTAT, AC-1 SHALL � BE ENABLED AND THE CORRESPONDING OUTDOOR UNIT SFiAL.L BE ENABLED, [JNTIL V ` Q CALL FOR COOLING IS SATISFIED. � , � � � 0 � � � , � � � ' , ; � � ;, � ; ,. ..: �,��, . ,.. ; : ;. < � o : . .:: . ��. ;; SHEET DEl" IL �1 �1" E � a ;: . ; .. :.. � . ;;::� : ,. , :. : ; 1 CONNECT REFF�IGEFd,�NT LINES TC? C�IJTDOOR CONDENSING UNiT. < °, TCl AC-1 .. . ...., ; C(�ORDINATE LtJ�,0.Tf�IV (3F C(JfVDENSING tJNiT Wll"Fi (�WNER PRIOR ; � : To Co►vsT�u�T�c��v . ' , ` : „ T AEC PROJECT #: 11073 ; ,: ; ; 2 PRQVIDE Sfili(aKc I.I�TE�I"OF$, lNT�(�LOCK 1NITH EXISTING BUILDING ` PACKAGED TEI� MI �IAL �4/ C UIVI �' SCI-IEDIJLE : O : �a-rE : issuE : FIRE ALARf� SYSTEiV9y COC)RC� ffVATE fViANUFACTURER WITH OWNER. ; UNIT MANUFACTURER & NOMINAL DXDATA ELEGTRICAL DIMENSIONS ;, ;: TAG MODEL NO. SERVICE LOCATION CFM COOLING CAP. REF 3 PROVIDE SMQ!« 6aA� PER INTEFtLC)CKED WITH BUILDING FIRE SYSTEM O9- � rJ- � � PERMIT EAT LAT V / PH ! Hz A W IN . ) H (IN .) D ( IN .) (BTU/H ) TYPE � � AND ELEVRT�R S �iP,FT SMOKE DE�'EG1'OR. LOCATE AT TOP OF SOUTH ,. .: : ' ..< ....,. _ MULTI-AQUA ELEV MECH ELEV MECH WALL OF ELEVAT�F� Si-I,�F�f. L�CATE 3' A�OVE ROOF, 3' ABQVE ANY „ : > AG1 600 24000 R-410A 95A 75A 208/1 /60 14 46 . 1 14 .2 8 . 1 AIR INTO�K�, 7' ABOVE �4NY Vl/�4LK�tP�Y, �R 1Q' HORIZONTALLY FROM MHWX24-G1 ROOM ROOM ANY MECH/�NI �P�L INTAKE ANQ 10' FRt?M THE PROPERTY LINE. ` °' ;; OR EQUIVALEN LOUVEF� SCHEDULE � � FACE PRESSURE ` : O ; UNIT MANUFACTURER & % FREE FF2AME , ; SERVICE LOCATION ' CFM SIZE (W"�d-I ") VELOCITY DROP FINISH REMARKS ' ' ' ' ` TAG MODEL N0. AREA TYPE FPM IN SP �' " Drawn By: Checked By: ( ) ( ) l � ��j�� � �;µ "„ �'°� ' � ; ; „ COORD W! COORD W! i� �` , �,° � „ � �.u�. � � , , , ' A � L-1 RUSKIN - SD35 ELEVSHAFT ELEVSHAFf RELIEF 30X30 - - 31 % PROVIDE LOW-VOLTAGE4CTUATOR, INTERLOCKW/ FIRESYSTEM d � �;_� �,t°�' �� H �� � � a • , C�L L�LC �, _�` ; r.. ��a r�"� r� "' ¢ �;�-� ,,r-„ , ,. :.. ,,:.. _., , ARCH ARCH �°-g �^°' ��� �� � � � p � � �, �� , �' � '� :: ;: '� � �` l . �� ,, l °�, �.� : k.v� , . , ,� . ,� ; :::.:.'. .::.::: :::::::>; ' �,� aa ° < � ��� . �� ����o � _ _ 1VIECHANICAL ��� � . . o � ,v �. ��.� ; 3 ;. � � � �,, �, > " x�z_'yw,. " ' " � ��� � a . � �-- LEGEND . �, .�„ � `���°==�y� RELIEF �; � �,�,� ._.r °�� _, • 3Q X 30 1" _ r rm, �Ak,,�� ���. No �-rH SPEC ' S & . ; LA �V S E TJENCE Q SCALE : 1 /4" = 1 '0" ; SCALE : 1 /4 ' ► = 1 ' 0 ► ' , - � C� � � � � � I � �- � � , ��� �;�" � � � 1 . ,,, _ � �°���� � � ��,�� � �� m.� 1 of 1 � w..� . �,:_ .� � ...._ � o coa�c�T sooe �ac�n�c�uR�. epapeEwNc caNsu�r�TS, �Nc. _ _-- _ -- -�----- _. ,�-.� ,,� . �� .�T. � o ' N v ELECTRICAL LE � E � � `° � � 1 . WALL ASSEMBLY - THE 1 , 2 , 3 OR 4 HR FIRE-RATED GYPSUM WALLBOARD/STUD WALL ASaEMBLY — � L � � � � I �� L � � E C I F I C�T I � 1 �1 � � O SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL (NOT ALL SYMBOLS REQUIRED FOR THIS PROJECI'} U300 OR U400 SERIES WALL OR PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY ANQ � � b 1 A O RECESSED OR SURFACE DOWNLIGHT ABBREVIATIONS � � � � �– SHALL INCLUDE THE FOLLOWING GONSTRUCTION FEATURES: a wa�� MouNrE� ucHT FixruRE . � V � O � � AG - ABOVECOUNTER 1� 1�Q 1�Y1 p� } � LC� Q. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS (MAX 2 HR FIRE RATED qa RECESSE� F�uoR. ��GH7 F�xTURE AFF - ABOV� F�tv �SHeo F�ooR � � � � 1 � I �� C� � I 1 �i 1 1 1 � 1 1 `� � �� 0 O CO AFG - ABOVE FINISHED GRADE � � . _ U � ASSEMBLIES OR STEEL CHANNEL STUDS . WOOD STUDS TO C�NSIST OF NOM 2 BY 4 IN . 51 BY 102 � aH� - aurHORirYHAViN� �uRisoicTioN � . 12. SFI(�P I�RAVVIRGS AND SUBMITTAL: V� � � � qa SURFACE FLUOR. LIGHT FIXTURE qL - ALUMINUM SCOPE: FUfT11Sfl aIl t118t@YI'cls and labor required to execute �his work (n cq � d' MM) LUMBER SPACED 16 IN . (406 MM) OC WITH NOM 2 BY 4 IN . (51 BY 102 MM) LUMBER END PLATES FixruRe oesicNarioNS: cu - coPPER as indicated pn drawing and as specified , as neces�ary ta camplete the � C � O �;' AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN . 92 MM WIDE BY 1 -3/8 IN . 35 MM DEEP uPPeR case - FixruRe NPE Ec - E�ECrRica� coNraacroR A. Contractor shall submit shop drawings for engineer review and approvaL Q p� O > O t ) � ) contrac#. Electrical work shall include, but not limited to, these major CHANNELS SPACED MAX 24 IN . �C 'I O MM� OC. LOWER CASE - SWITCH DESIGNATION Etvt - EMERGENCY jt��s; U �y � I� GC - GENERAL CONTRACTOR � . SI10 drawin submittai shall include: � � d; � � B . GYPSUM BOARD * - NOM 1 /2 OR 5/8 IN . ( 13 OR 16 MM) THICK, 4 FT. (122 CM} WIDE WITH SQUARE � sHA�iN� orv FixruRe iN�icArES EnneRC. eArrERY aac�cuP p 9 Q � GND - GROUND OR TAPERED EDGES . THE GYPSUM WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER �Fi - �Raurvo Fau�r ir�rERRUPTER A. Gomplefe vviring system fornew lighting and power as shown , � . Lighting fixt�ares. : � � � j� O I—I FLUORESCENT STRIP FIXTURE MC - MECHANICAL CONTRACTOR � :�"_' N TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U300 OR U400 SERIES including new panelboards, new conduits, new wires, new wiring 2. Panelboard (s) � Qistribution Center. � � � � (C3 U �–� TRACK LIGHT AS NOTED 4R SCHEDULED NIC - NOT W CdNTRACT � � DESIGN IN THE UL FIRE RESISTANGE DIRECTORY. MAX DIAM OF OPENING IS 26 IN : (660 MM). � N� - NicHr ucHT devic�s, new control devices, etc. far a complete lighting and ' L � � � WALL WASHER ,� � (f} � � r�rs - Nor ra scA�e and power system . 13. CONDlJiT AhID 1IVIRE: � � U Q-�-Q POLE-MOUNTED FIXTURE PG - PLUMBING CONTRACTOR (� Q � 2 . THROUGH PENETRANT - ONE CONDUIT INSTALLED EITHER CONCENTRICALLY OR �. CC�N [�UCT°OR � IZES AND TYPES: For sizes #1 /0 AWG and larger, use Q,) J d- � REF - REFERENCE a. Com lete feeder s i II i n r ired f r new an or N EGCENTRICALLY WITHIN THE FIRESTOP SYSTEM . THE ANNULAR SPACE BETWEEN PIPE, CONDUIT OR � Posr �BO��aRO� Fi7cruRe p ( } rrta at o as equ o dl � Q N uc - uNO�RCROUN� coppper THW or aluminum XHHW. For sizes #1 AWG and smaller, use anly � � � U TUBING AND PERIPHERY OF OPENING SHALL BE MIN OF 0 IN . (0 MM) (POINT CONTACT) TO MAX 2 IN . (51 � sTea u�Hr uNa - uN�ess Noreo orHERwisE electrical apparatus as shown on single line diagram and �opper wire with 600V insulation , types TW, THHN , or THW - stranded in ' — _ � °� � � MM) . PIPE , CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. (� CEILING OR WALL MOUNTED EXIT UGHT UTP - UNSHIEL.DED TWISTED PAIR dl'8WIf1gS . SIZ�S #S afl� IaPg�f, solid in sizes #10 and smaller. Control wiring shall be #14, � (6 � Cfl pp R3 VVP - WEATHER PROOF THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR TUBING MAY BE USED : � enneRCeNCV e,arreRY ucHrs xFr�� - r�NSFORrneR b. Complete branch circuit wiring required for the connection of str�nded . lJse type THHN for wires entering or passing through fluorescent � •L W >, � A. CONDUIT - NOM 6 IN . ( 152 MM ) DIAM (OR SMALLER) STEEL CONDUIT OR NOM 4 iN . ( 102 MM} DIAM � ouP�ex RecEPrac�E @ ts° UNLESS NOTED +'� $" - nnour�rnv� Hei�Hrro eeNreR�irvE emergency lighting and exit signs to existing emergency stand lightirog fxtures. All motors shall be wired with copper conductors only. W j W 3 ~ 1 B OF DEVICE AFF OR AFG (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING . • • — N J = � � �oua�E �uP�ex RecePTac�e @ � a� u�v�ESS NorEQ by power system . B. �IG cable permitted per local codes. Run hard pipe from panel to local �, QQ FLUSH FLOOR DUPLEX RECEPTACLE FIRE ALARM SYSTEM f UI1Ctl�ft bOX, and run MG cable from junction box to device. � W � � � 3 . FILL,VOID OR CAVITY M�ITERIAL* - CAULK OR SEALANT - MIN 5/8. 1 - 1 /4 , 1 -7/8 AND 2-1 /2 IN . 2 . Complete provision , install�tion and connection of lighting fixtures, — �? _ • . �") B, 32, 48 AND 64 MM) THICKNESS OF CAULK FOR 1 , , SPECIAL OUTLETAS NOTED �9 FACP FIRE AIJ�RM CONTROL PANEL g p p g � 2 3 AND 4 HR RATED ASSEMBLIES � exit si ns and lam s as s ecified and as shown an drawin s. 14. �LE��fRI�AL LIEVICE� �3 � � RESPECTIVELY, APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. MIN 1 /4 IN . (6 MM} � �uP�ex RECePrac�E Ha�F-swiTCHEO @ � a^ utv��ss r�or�a ANn� FiRe a�aRM An��uNCiaroft PANe� '�'' �? � � � � POP-UP RECEPTACLE � FiRe A�ARrn Pu�� srnrioN 3. �ire alarm system will be br electrical contractor. A. +Conv�nienc� receptacles will be 20 amp, commercial grade V '� ,�? 00 O DIAM BEAD OF CAULK APPLIED TO GYPSUM BOARD/PENETRANT INTERFACE AT POINT CONTACT decora s�yle. Finish per owner or architect. All dwelling unit � N � � Q Q TELE-POWER POLE []Q ALARM HdRN OR SPEAKER �. �011l lete connection of HV�C/Plumbin motor s , water hea#er s , � � LOCATION ON BOTH SIDES OF WALL. P 9 � ) � ) rec�ptacles to be tamper-resistant per NEC 406. 11 . V 0 � THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING I�-I Mu�Ti-our�er a�u� srRiP ❑C{� COMBINATION HORN/STROBE OR SPEAKER/STROBE @qUlpfll�llt, etc. furnish by rnechanical - refer to bath electrical and � � � d� � � . Light switches will be 20 amp, commercial grade, Max Pipe or Condu� t F Rating T Rating OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS SHOWN IN THE FOLLOWING TABLE. � �Q �Q-� JUNCTION BOX IN FLOOR, CEILWG OR Ihl WRLL � H THERMAL NEAT DETECTOR 8f1CI R1@Cflaf11C8I dfaWlflg �O�SCOp@ 811d WOI'IC a(1CI adClltlflBl IflfOf- U � Q � F— D�aM �n. cMM> Hr Hr decora style. Finish per owner or architect. L. THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF THE 0 � coMPUrewre�ePHONe our�eT iN F�ooR oR w��� o i snnoKEno�viz,ariarv oErECroR mafion. � 1 t25) 1 or � 0+ , i or 2 PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IIV WHICH IT IS INSTALLED , � TE�EVisioN our�er o P PHOroE�ECTRic snnoKE �eTECroR C. �irr�ming switches �irill be a minimum of 600W or as noted . Q X AS TASU �TE� T� THE LEFT. p TELEPHONE BACKBOARD OHlP HEATlPHOTOELECTRIC SMOKE DETECTOR �. PPOVICI@ 9POUfldlflg a►1(� b011�1f1g FaCIIItIeS. P�OVICIB CI@C0�8 St�/I@, f�ISh p@� OWf1BP O� afGhlt@Ct. � 1 Cz5) 3 or 4 3 or 4 m CONDUIT RUN CONCEALED IN WALL OR ABOVE GElL{NG �S �R DUCT DETECTOR D . All PYiOUtltlfl� I1�IgFItS WII) COflfO('tTt t0 ADA QUICIeI1�12S. T}/pICBI fG'C@pt8Cl2 O ` 4 t102) i or � 0 3N1 COMP�►IVY - CP 25WB+ CAULK OR FB-3000 WT SEALANT, 6. Complete all electrical demolition as required . �� �� —� CIRCUIT HOMERUN �}F SPRINKLER SYSTEM FIOW SWITCH Il@IgFItS WIII �@ + '� H �FF 8fld SWItGII fl@Igf1tS WIII b0 +46 AFF a, 6 C152� 3 Or 4 0 - - - CONDUIT RUN BELOW FLOOR OR GRAQE L�+ SPRINKLER BYSTEM TAMPER SWITCH Ut11�SS f10�2d OthGtWISB. *BEARING THE UL CLASSIFICATION MARKING 7 . Core drilling and patching cf existing building structure required for � , Provide GFI f e rece tacles at kitchens, bathrooms, I2 C305) 1 or 2 0 ] CONDUIT STUB-UP - CAP $ MARK Q,}� STROBE ' YR P � LIGHT SWITCH AT 46" UNLESS NOTED �D SMOKE/FIRE DAMPER CONNECTION �I@CtPIC21I WQfIC. CO�G' dfllllflg SIIaII fOII4W BUIldltlg St7fld8fd R1'OC2CIU('@S 9af���S , @Xt@�IO� @tC. 8S �BqUI�@d by COd@. suascRiPrs and contractor shall have written approvals from building owner prior 2 = 2-POLE SWITCH ��° REMOTE INDICATOR LIGHT P E N E T R/�T I O N T H RO U G H A F I R E — RAT E D WA L L - t� Sta� of a�� Wo�k. , 5. �� �P� �� 3 = 3-WAY SWITCH SECURITY SYSTEM a = a-wAV swircH A, support all electrical equipment independent of accessible ceilings as �. l'est of entire system and work. re uired b NEC. M = MOTION-OPERATED SWITCH DC CONTACT DOOR SWITCH IN JAMB OR HINGE q � NOT TO SCALE K = KEY-OPERATED SWITCH TO = THERMAL OVERLOAD SWITCH ,�"'}P Q lNTRUSION MOTION DETEGTOR AS SPECIFIED, GORRIDOR/ROOM 9. �p@t'atlfl� , Maintenance and identification instructions manuals, If � 6. �LE������� �Q�iE� P = SWITCH WITH PILOT LIGHT C OR R 8flj/: ❑p �innnnER swircH wi w,arra�E ' A. At fire rated wall , space electrical baxes at opposite sides of the wall Q KEY-QPERATED ACGESS SWITCH p PusHauTroN coNTRO� srArioN � 10 . PERfV11TS AND FEES : Obtain and pay for all necessary permits, inspec- no le§s fhan 24° horizontal distance. SURVEILLANCE CAMERA tIOf1S , examinations and fees or char es necessa for execution and Pc PHOroE�ecrRic cE�� g ry �. When phc�ne, TV & power receptacles are shown on plan next to each other. pisrRieurioN ecauiPMENr sYMeo�s cQmpletion of electrical work. rs TiMe swircH Loc�te respective receptacles next to each other on site with no more TQ THERMOSTAT AT 60" UNLESS NOTED —�--- DlSCONNECT SWITCH tF18P1 'I �° S�pBP�tiflg COV2t' plat@S. � oivisioN � 5 EQUiPMENr —�,r� Fuses 11 . REGIJLATIONS AND CODES: TYPICAL $�0�� CEILING Q FOOD SERVICE EQUIPMENT r°�-- CIRGUIT BREAKER �. AppIIC8I3I2 CQCIeS: N2tIOf18I EI@Ct�IC COCIe �ZOOS� Q ` Conform ta the rev�ilin edition and amendments thereto of the COMMUNICATION SYSTEM � CURRENTTRANSFORMER � P 9 ��� � I � N�w� rRnNSFORMeR Town of Vail Electrical Code, pertinent NFPA publications � 8 (�s �s -+ SPEAKER IN CEIIING OR WALL � r�ErE� and to the requirements of Federal, State or ather City agencies QV -� VOLUME CONTROL AT 60" UNLESS NQTED haVlllg jUfISdICtI0Y1 . � � � MAGNETIC MOTOR STARTER � OM M�I MICROPHONE OUTLET IN FLOOR BOX OR WALL � pISCONNECT SWITCH OC -i CALL-IN SWITCH � � PANELBOARD OR LOAD CENTER, FLUSH OR SURFACE MOUNTED � 0B PROGRAM BELL � SWITCHBOARD, MOTOR CONTROL CENTER OR DISTRIBUTION BOARD � MAIN CIRCUIT BREAKER & � ^ BRANCH CIRCUIT BREAKERS Q c ocK�M � rRaNSFORMeR � MAXI�MUM MOUNTING HEIGHT � ,nMPUFiER -----{�" cRaurvo � � IS 79 , MINIMUM IS 18 . � ciRCUir BREaKER � (.�M W10TOR OUTLET � � � , D O ATS AUTOMATIC TRANSFER SWITCH cfl � � ... � � � . . � � � C-• . . � � � � � . . . � . . . . . . . � � . � . . � . � � � � . . � � � . . . . . . . . . . � � . . . . � � . � . � . . � . . . � . . . � . ��. � p Q � � � 00 p t� d' � � Q . � � � � � � � C7 � . . . . � .� � ' � � . . . - . � . . � . . . � . � . � . . . . � . � . . . . . . . . . . . . . . . . . � . � . . . . . . . . . . . . . � . � . . . . . . `° ^ 4P��0 T� � � � � � r Z � ._.. � v � � ELEVATOR HOUSE SNOWMELT � ^ r FINISHED FLOOR PANEL PANEL J � � � — GENERAL NOTES : �vEwwoRK -rc� �� o-rs � G( TYPICAL � Ei/ ICE �S ���uo �� 1 �, � 8 ,2�,28 , I�° 1 . PROVIDE NEW SERVICE FROM HOLY CROSS TRANSF�Rt� ER #41 P18 125/2 100/3 3A, 36,4A & 4B � LOCATED TO THE EAST OF THE BUILDING . � MOUNTINC� HE � C� HTS W 2. REVIEW ROUTING OF CONDUCTORS ANQ CONDUITS !(Vll"I-� AR�HITEGTS 51800 AIC � ' NOT TO SCALE AND UTILITIES PRIOR TO ROUGH-IN . M > ' NOTES: � 1 . HEIGHTS SHOWN ARE TYPICAL TO CENTERLINE OF BOX 3. COORDINATE EASMENTS WITH UTILITIES PRIOR TC) ROlJGH-i (V C)F � � UNLESS NOTED OTHERWISE. SERVICE CONDUCTORS. � 2. DEVICES ABOVE DOORS SHALL BE CENTERED BETWEEN TOP � � OF DOOR TRIM AND CEILING LINE . m I J 3 . MOUNTING HEIGHTS SHOWN -0N ARGHITECTURAL E�EVATIONS � AND NOTED ON ELEGTRICAL FLOOR PLANS SHAL� GOVERN � � M M I..'.� OVER THOSE SHOWN ABOVE . � 4. FOR CEILING HEIGHTS HIGHER THAN 7'2", INSTALL FIRE ALARM 37300 l�41� � NOTIFICATION AUDIO AND VISUAL APPLIANCES AT 80"AFF � � � � � � � OTHERWISE INSTALL AT 6" BELOW CEILING . „ � 5. MOUNTING f-! EIGHTS PER IBC 2009 AND ADA CODES 2[(4 #3/0 CU , 1 #3CUG)3 C] � 100/2 � � � OR 2[(4#250MCM AL, 1 #1ALG)4"C] 400/3 ' � (TYPICAL} AEG PROJECT #: 11073 2��4#250 MCM AL, 1 #1 �4L� )� 1 /2"C] I � , ROUTE WIRE AT CEI �ING PARALLEL OR PERPEND.ICULAR TO STRUCTURE . SECURE DATE : ISSUE : TO STRUCTURE AT 4' WTERVALS OR LESS . � � � � m v m 09- 15-11 PERMIT HOLYCROSS 99500AIC 60500 �IC - � — ° - - EXI � TIIV � IVIAIN � ISTRI � IJTIC) N CERITER al � � 1� � l� STUB UP TO ABOVE XFC)RMER #: 41P18 ACCESSIBLE CEILIVG �00/3 4Q0/3 400/3 (2} SP�4��� � oof", 9 1 Go�2 � �U � 3f a 41/ V +80:AFF ���4#500 I�CI1� AL)4°'C] � ! 4G �/"'�I4.r � STRUCTURED CABLE 2) SPAR� 4"G ' � ' � � �� �P ��.,�,�a��i DISTRIBUTION PANEL C �� ��`�` ��� + „ � UTI LITY # ������ � h��, �::� �°��,�,, � o�aW� By: cne�ked av: k �0 AFF _ m _ _ _ _ �� � �� ��1����: �--�� �� CTL AEC. �2#ca-r s>si4°c TRANSFORMER T 1! !p �r` -� PLENUM RaTED wiRE PAD MOUNTED �ya l REQUIRED � .°" ,�..�„�� �.�sA � � ��_� LEGEND , #6 �� � � oa� � 1 zos2o �v , 3 � , �.w ����e PULLWIRE 4"C 4G �I � �4�`°�� �.,� � �� �� _ � � I A N — ' ' ti,mri �� ( 1 ) RJ-11 & ( 1 ) RJ-45 h ��-� SPECS , MAIN TELEIDATA SINGLE GANG BOX NO SCALE I�ETAI� S �i ROOM ,�� AT 18" AFF NOTE : PROVIDE SHORTCIRCUIT BRAGING TQ MEET REQUIREME(VTa (�I(.�TE� COLD WATER PIPE AT ONE-LINE , NOTED AS "AIC AVAILABLE". SERIES RATED COfv1�IIVATION T E L � P � O N E O N E � T E L E � � � � � � ACCEPTABLE, SUBMIT MANUFACTURER'S SERIES RATINGS WITFi SHQP' � - �� � � RAWING REVIEW. ON N L I N � D I AG RA M � O M P lJ T E R R � 11 G H I N � s CALE : �oNE � � � � � � ��P �� 1 a NO SCALE a � ' m E • ���� � � �� � �� ; � � 1 of 2 o ca�Yma+12oo5 ,�c���c�ueai. epapEe�Nc coNsu�ru�rs, �c. O � : � � ' -� � � � � � N � ++ ,U � � � � � � U � W � � .N ti C O ELEVATOR /O ,� O Q 0 PANEL-4,6 \„� Q � � d'y � � � � N � U �7HEET DETAIL NOT � S . P�i���R �E TER ELEVATOR CAR � L� � N � L�' .—� PANEL DISCONfVECT � � 1 PROVIDE LOCKABLE-OPEN DISCONNECT FOR ALL ELEVATOR CAR .:_... . . . ... , ,. ,, __ _... ... . . ... . . . `.�/ � � � Q N N > ' __ _......... . ... . _ .... ,. . ...... , . . . , . ... .. , _ . � . . , > , .,. ; . :. ; , , ,.;, . ,. <_,. a . > U : . . . . � � _ _ _ : :; : . : . _ � LI HTIN RE EPTA LE P V > : : . . .: : : : :. _ . . :_ ,: . : : ;;; ;:: . . :: ; :. . . . .::.,; .:::. .:.:, Q0 G G & C C S . RO IDE LABEL FOR DISCONNECT. _._..: . . .. . . ... . ... . . ... . ._ .,..... .. . .. . . . . : :. _... _ . . _ _ ... ..... _ .. . _ . _... _ . . __ _ . . . . . . . . . _ . . . _ _ _ . � , ...::. ;:::::. ::: . ;.:::;?: > rn ' _ ,, ,... .. . . ... . , _ .._... __. . . ._..... . _.... . .. .. . .. . . . . . .. :.. . . .. . . .:.. . .. . . . . . . . ,:.:. . .: ... .. . .:: . ,:.. : .. ..: # ' _ � � ; � V/ ' > ; ; ; ; _ > ;:>. . ,. ., ;. .. . ... .. . , .. . .. ... . .. . ... .. . . . .. . . ... . ..:. .. .. ; � 2 PROVIDE LOCKABLE-OPEN MECHANISM FOR ELEVATOR PANEL ;I ::: `< ; '_::, . ;: _ � � • ; :<: M V � DISCONNECT IN THE DISTRIBUTION CENTER. PROVIDE LABEL FOR ..; . .,., < '> ; ' ; : ; ; ; ; .. _. . ';.. . . . ,.. : ; AG W .L W � I` � GF DISCC�NNECT. , ' , ' � _ N J ;> : 1;::; , = O ; ; € : , , '; < W � � � > < , < , <... . . . ....::.:.. .:.. ::...... : .. . . : : ; ,; EL _ , EVA' �, : '::;; ; , , ..: , , , „ ; , . , ; : . , .. . : � ; ' ' :. P,�NEL•11 � � .3 r � < ? ; ; , _ ; < < , , , _ , Ca '� � 0�00 , : ;; < ; ; GFI' � � c� � O .� . ; ; � , ! , - ; i ' • — , , bi _ , . ; ., ,,,... . , , , L � � : ' � � � � � ;: > , . . _ . , ,: _ , , ,, ,:;: ; , ,.:. _ ; : ; , > :: , ; , ; : _ ; ,. , .: . ::. . .. .... : . . ... . , , ,: _ : .. ; . •. �I���l�"�`�?� ...... ::: <; � S` d- F-- :.......: ... . . . : , ° a� : ; F'ANEL-13 , . ; , . ,,.,. ; ; ; ......_ : X „ . _, : : .. : , , . ; , ;. O ;: , < , ., ��.�/ATOR m ,: ; _. . . : : ; ; : ; , . . ; : ,, ., ;: > , , _ P�N�G2 � ; ; , , GFI 0- ENERAL N TE . ' G O S . . . _ .._ _ , ; , , , ; : ;,. , ,, , . : , ; , : _ : : , , <. , Ta , : . ; :: ,: , :: .:, ; , :: : , <: , ,, _ , _ . . . . .::. ... .. , . . ,.... . ._ _ ... . ... . , < . : . . : ,,. .. .... _ . , .. : . . . . . . SP '� 1 . COORDINATE LOCATION OF ELEVATOR MOTOR AND CONTROLLER e ' ELECTRICAL CONNECTION WITH ELEVATOR SUPPLIER PRIOR TO ROUGH-IN . ; ; ; ° € , ° : �va ��r � � . . . . . . . . . . . . .. . � � . � . . . � . � . . . . � . � � . � . . . � � . � . . . � . . . . . . . . . � . � . � . . . sSC�iL�' � �4�� ° 1 �0�� . . . . � . . . . . . . . . . . � . � . _ . � . . . . � . . . . . . . � .. . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . � . . . � � . � � . � . � � � � � � . � . . � . . � . � � . . � �' � . . . . . . . . . . � . . . . . . � � � � . . . � .�:. . . . . . � . . . . . . � . . . � . . . . � . . � . . . � . . . � . . . . . . . . . � � . .. � . . � . . � �. � . . � . . � . . . . . . . . . . � � � . � � ' . � �. � � � � . �. . . � . . . . . � � . . � � . . . . . . � . � . . . � . . . . � � � � . � . � . . . . . � � . . . . . . . . � � � . . . . . . ,.. . . . . � . � .� . . . . . � . . . . � � . . . . . .� � � . � . . � . . . � . . � � . . . . � � . . � . . . . . . . . . . � � . � � � . _ LUMINAIRE SCHEDULE � �. TYPE DESCRIPTION MANUFACTURER CATALOG NUMBER MOUNTING NO LAMP VOLTS DIMENSIONS REMARKS I.� � .. . ......... . .. . . .. . . .. ....:. . . ...... . .. .. .. ... .. ... .. ... .... .... . _. . ..... ... . ... . . _ .. ... .... .... .... .......:.. .. .. ..., ,», .. , .. .. , .......... .. . . ... ... . .. ... .. ,.. ,... � � �� �� �� � A LINEAR FLUORESCENT LIGHTOLIER ST2WA217 SURFACE 2 17W T8 120 25 3l16 L X5 7!8 Q X7 W PROVDE COLD WEATHER BALLAST I;� W . . . ............ _ . ......... ...... . .... ... ...... . ... _...._ . , ...... ...... . . ...._...,. _ . .. . ._,., ,. .._ _ ... .. ,... . ..,.... .. . . _ ,..:. ...... _ . ........ . .... .,.. .. . .. ._ ... _....... ...... . . _.... . ,.. _ , ... . . .. _ ...... ........ ........ .... .. . .. .... .. . .. . . . . . �,� T . �� d, '� � Q � uu a' � �", a � , ��$a� . . . � . . . . . . . . . � �. . . � . . � . . � . . � . . . . . . . . . . . . . . �. . � � . . . . � � . . . . . � . . � . �. . � � � .. . �'@ . . �,�����'-� , �°��'�3 p0'„� . � . . . . . � . . - � �. . !�/��y,yy �y �"kd/ jJ;�hv`p � p�,• � . . . . . . . . . . . . . . . . � . . . . . . . . � . �f e"" �` k*�, at� E ",,.�N/ Y Lf� . , . MECHANICAL SCHEDULE ���� * ��� ����4������ � TAG DE�CRIPTION LOAD VOLTAGE PHASE WIRE SIZE (CU) CONNECTION CIRCUIT BREAKER REMARKS �,� � C� � �"' �'���-, h. � . � � � .. . . . _. .... . . ........ . .,.... . . ....... . . . _ . .... . . . ,., .. , ......,. .. _ . . ....... . . _.. _ _. _ . . _ ..... .. . _ ...... ....... ........ . . . ., .,.. . . . . . .... _ ..... _ ....... .. .. ., .. _ .... _ ........ _ ........ ..,..... . .. . .... ... . . ... . . _,..... _:. .. _. . .... � ` AC 1 AIR CONDITIONER 14MCA 208 1 3 # 12CU, 1 #12CUG 3/4"C 30/2 20A2P ��� a � � ' m .... ...... ,._.. ... .,. . ... . . . . ...... .. ...... ... . .... . . ....... _ � �... .... ). . _ ...... ... ..... ... ... . . . . .. _ .... .. ....... . �, � � � � ,.,:.... ,. .... .. .... ..... . . ..... . :. .. ..... . . . . ... ._ . ,........ ..... .. ,.,. ,... ......... THERMAL ""�° '����,�,� _ .. . . . . . . . . . . .. . . . ... � . . . ... �,�`-�� �� V � � � � SP-1 SUMP PUMP 1 /4 HP 120 1 (2 #12CU, 1 #12CUG) 1 /2"C OVERLOAD 20R1P �'�°-�� �. . . .. __ _... _ _. � �:,.� PROTECTION _ .. ,�,���,� ��, �� � � DISTRIBIJTION CENI' ER ELEVA�1' � R PANEL EXI �TINC� � � � . . . ... . ... .. . _ . . . . . . . . ........ .. . _. .. . . .. .. .. . . .. . ... . . . . . . . _ .... . : . _ : .. _ ... ...:.. . . . .. . ... . . _ . . . .. ... . .. ,. , . _ _ _ _ � : � PROJECT: VILLAGE CENTER ; ° ;, < : ; ,. < ..... .... ...... ... ` ° ENGINEER: CTL ' ' ' ; ; €: < ;: ,: PRQJECT: VILLAGE CENTER € ` ; ' ' _.... ... _. . ... ... ...... = ENGINEER: : GTL ' ' ................. ... ........... .......................... .......... ... .............: ............ . . ........ .: . . . . . .... . . .. . , : , PRC?JECT: \/ILLA ; . .. . .........: .....................:.... .... . ...... .. ........ ....:............................................ .......:............................... ... .._ GE CENTER > : '< � . . ................................................... .. . ......... . ..........:.................................. ......... ............ ........................ ........ . .......... ......... ............:..:.............. ... .. .....................:............_..... .. .. . .: ................... : . . . , i ENGINEER. : SC)H PROJE T : 11 7 = € : ; , ; ;: : _ . .. . . . . . ........... . . . C # 0 3 : : ; . < V LTA E • O G . 120/2 V P 4 08 3 W PROJECT #: 11073 , , : " ; i V LT • � , . _ , , O AGE . ; 120/208V 3P 4W _........ . ... ................................ ....... ..... . .. ................ ...... .:. .... ... ............... ..:. . .. ... . . . .. ; < ; ; P RO E • < ; !: ; < . _ _ _ _ _ , , _ .. . . . ..... . .. . .... ..... .... . .. ......... J CT #. 11073 ` ` _ _ . . _ . .,.... .. , ,. ... . ... .. . . _ , , ; < ; V LTA : 12 V P � . _ _ _ . . . . . . . ......... . . .. . . O GE 0/208 3 4W . . . . .. .. ... ...... . . . ,. .. ... . . . . . . . . . _ .._.. ; , _. ,. . . . . _ .. . .. .. . . . . . . .... . .. . , , ; . _.... _ .._ .,... . . . ... . ......., .. . . ... ..... . : _ , : < : ; ; . : , < , ; , ,, . . ...,. , . ....... _.. ... .. ... . . ... _ ... . . ... .. .. _ .. MOUNTIN . RFA E . , : , • , , : _ . , , , G SU C , , , , MAINS . : 800A MCB MOUNTIPlG. SURFACE , , fVIAINS . : ; 400A MLO : .. . . ..... . ...... . . . .. .. . . . .. .. . .. . ... . . . . ,,, ... ...: . ._ ... ... .... . . _... ... . . ... . M(�Ut�17'I�1G. � URFACE . . , ..,..... .. ...... ......... , .....:.. . . .. .. : . . ,. ,.. .. . . . , .... _ _ ; MAINS . : 400A MLO _ ... . . . _. _.._... , . ,... _ . . ,. .. ... ,, . ._ _ _.... _. . . . . _ _ � TYPE : S R-D HCP-SU , _ , ;: : , , . _.. .. ... . ,. ..... . . . . . ; Q __ , „ . AIC : � : , : _ ; OK TYPE . SQR-D ; ; AIC 10K 1fYPE : PER SPECIFICATIONS ; _ . . ' , AiC ;.. ; 10K � PHASE PHASE PHASE PHASE PHASE PHASE — DESCRIPTION A B C BKR P CIR CIR P BKR A B C DESCRIPTION DESCRIPTION A B C BKR P CIR GlR P BKR A B C DESCRIPTIQN nESCRIPTIC)N A B C BKR P CIR CIR P � KR � B C DESCRIPTION � W ELEVA�"OR MOTOR 23900 400 3 1 2 3 400 43720 EXISTING MDC ELEVAT��R MOTOR 21167 20� 3 1 2 1 20 1200 SF'-1 UNIT 1A 471Q 100 2 1 2 2 100 471Q UNIT 3A � ' " 23900 3 4 43720 �� �� 21167 3 4 2 20 1500 AG1 " 4710 3 4 471Q „ �� 23900 5 6 43720 " " 21167 5 6 1500 �� UNIT 1 � 4710 1 QO 2 5 6 2 100 4710 UNff 3B � SPACE 0 7 8 0 SPACE ELEVATOR CONTROLER 1500 20 1 7 8 0 SPACE " 4710 7 � 4710 °' SPACE 0 9 10 0 SPACE ELEVATOR CAR 1500 20 1 9 10 0 SPACE UfVff 2A 4710 100 2 9 10 2 100 4710 UNIT4A - - ' SPACE 0 11 12 0 SPACE ELEVATOR MACHINE ROOM 500 20 1 11 12 0 SPAGE " 4710 11 12 4710 " AEC PRO� ECT #: 11073 0 13 0 ELEVATOR PIT 500 20 1 13 14 0 SPACE llRlff 26 4710 100 2 13 14 2 100 4710 UNfT4B 0 15 0 SPACE 0 15 16 0 SPACE " 4710 15 16 4710 " DAI�E : ISSUE : 0 17 0 SPACE 0 17 18 0 SPAGE FiOUSE PANEL 10400 125 2 17 18 3 1Q0 11667 SNOWMELTPANEL 0 0 SPACE 0 19 20 0 SPACE " 10400 19 2Q 11667 ° 09- 15- 11 PERMIT 0 0 SPACE 0 21 22 0 SPACE 0 22 11667 �� 0 0 SPAGE d 23 24 0 SPACE p p 0 0 SPACE 0 25 26 Q SPACE 0 p 0 0 SPACE 0 27 28 0 SPACE p Q ', 0 0 SPACE 0 29 30 0 SPACE 0 0 0 0 0 0 Q 0 0 0 p p p Q , � � � � 0 0 �rawn ay: cnecked ay: 0 0 0 0 o Q �TL AEC 0 0 p p � a p p p p � � -- LOAD CALCULATION SUMMARY € NOTE : PROVIDE ARGFAULT CIRCUff INTERRUPTER, COMBINATION-TYPE CIRCUIT BREAKERS FOR BRANCH LOAD CALCULATION SUMMARY : NOTE : PRC?VIDE ARGFAULT CIRCUIT INTERRUPTER COMBINATION-TYPE GIRCUff BREAKERS FOR � RANCf� LC��4CJ CALG LAT! N - - ' :........ .. . ... .. ... . . . . ... ... ..... ... . . . ... . .. ,: . ..... .... . . , U O SUMMAI�Y • _.. .. .... . . . . . ..... ............. . . . .............................. ......... ..... ..................... ... ....... . NOTE . PROVIDE AR F .. .................... ..................................... ......................_................................................................... ........................................_.._.._._......................................................................................... .. . . .. .... ... . C AULT CIRCUff INTERRUPTER COfvIBINATIQN TYPE CIRCUIT BREAKERS FOR BRANCH __....................._.............................._.................................._........_......_........_..................._......................................................:............._........._.._...._.........:.......... _..............___...._............................... ... ............ . , CIRCUITS SUPPLYING ALL 120V POWER OUTLETS EXCEPT IN KffCHEN BA _.. _. ..... . ....... .... .. ...... S THROOMS AND GARAGES . _.... . . .. ... .... ........ .... .... ..... .. ... ._.._..... ..._. ... .................. .......................... ............... ............................................... .. .. ... . .. ... . CIRCUffS SUPPLYIN ALL 1 , G 20V POWER OUTLETS EXCEPT IN K , ITCHENS , BATHROOMS AND GARAGES . ' ...............:............:. ............... .. .... . ............................................ . ................................................... .... ................................ .......................................................... .............. ...... . .. .. ...... , CIRCUffS SUPPLYING ALL 12 V P W R . ............................................................................................... ................................................:.......................................................................................................................................... . 0 O E OUl'LETS �X� � PT IN K(TCHENS BATHROOMS AND GARAGES . . . _ ...............:............................_...........................................................:............_...............:............................:............................................................._..........................:......... _.........._............................. . . , , TE P R: : , . ..... ...... ..... ,..,... _. . _ , . .. ... ...... ... ...,..,. ...... ..... .... . .... .. ... ... CALCULA D OWER FACTO . ' ' ' ` ' ` CALCIJLATED POWER FACTOR: : ' , ; ; , i..... . ' ..... . ... ; ......... ' ° , ; , _. ... ' ' ' ; ` ' �AL� ULATEC� . P . . ... ,. ._ ..... _......., .,...,. .. ... ... ...... ..... ,.. .. ,..... . ,. . . . ._ . ....:... _. .:. . . . ,. ,. ..... OWER FACTOR: � _ , _ _ _ _ . . . , ._ .. ,_ . . _ ,_ .. .. .... . . . .... _ . .. .,... ... ... ... . . ... :... . . . . . . . .... ... .. ., . .. .. .,. .,. . .. .. . ; < . .. . ..... . ,..... __ .... . . .... P WE� 0 .89 < < ;', , . _ _ . _ _ __ _ _ _ _ _ _ . ....... . ...... ; , , 0 .86 , _ _ _ __ _ _ _ _. ; _....... __. _. . _ . . . _ _ _ ' _ 0 .90 ' .... . ....... . .. . :.. .. . ...... . .. _ .... .. .. . _... _. .. < . _ . . _ _ . _ _... .... . . . .:..... . ... . ... . . .._.... , . . : . .....: . :. . . , . ..: ..... ....... .. .. . . .... . . . . .... .. . .. .... .. . :.... . ...... CONNECTED LOAD CONNECTED AMPS ; DEMAND LOAD DEMAND AMPS CONNECTED LOAD s CONNECTEQ AIV1P5 DEMAND LOAD DEMAND AMPS CONNECTE ; : ; < .... _._ ..._,. _..... . . ....... ..... ........ _:_,_._ . ... _....... .. _. . _..... D LOAD CONNEGTED AMPS .. _ _. ,....... . ... .. . . . .. . ...... ..... _ ...... . _ _ .:.: . ._... . . . ... . _ _ _ _ _ _ _ _ ; , , _. ,.._. ......... _.... ......: . ._.._ . .. _ . _ . . __ ... .... ...... ........ L� EIi�ANQ LOAD D � MAND AMPS A PLIAN E ; , ; , : , _ . ... : < ,. P C S 0 : 0 ; ,: ; € 0 < 0 : ; ;: > _ _ ... APPLIA�CES ° ;... .. .. . , 0 : , 0 ; ; ; _ _ , _ ... . ... __.. . . ..... ..... _ ... . _ : ; 0 < 0 : APPLi�NCES ....... _ ....... . .__...:.. ..... ...... __....... ....... . : . .... .. . . . . ..... . . .. ... . .. . . . ....... _ . ... ... : . . . . . < 0 ; ': Q :; .....:. . . . ..... _... ._ . . _ ...,... . . . . ..... .. . . . ... ..... ........ . ....... _..:... . . ._.. . _ ___ . . .. __ . .. . . ....... . _.. ........ ...... ._ . . ....._. . ___ ........... ... . . _ _ _ ; . _ . . _.. . . ___ . _.. . . ..... ; . ; 0 0 : T 2 0 ; < 7 ;, „ < ; ; : ; .. ...... . ......... ... LIGH WG & RECEPT. 856 9 , ; ; ; 11946 :: : : ! ' : ' € > _ _. ,. . _ . _ . , , . ..,._ . . .. _ _.... 33 . LI HTIN RE EPT. _ , G G & C 4000 . . 1 . 1 9 . , 3350 . . , : .. . ... . ... .. .. ... . . . ............... ......... . ... . ....... ... ..... . ...... . . . ..... . . . . .. .. . . ................. . ... .. . . . .. . .. . . . ... .. ... .. ........ ... ......... .......:... .......... :.............. .. .. ...... ...... ... ... . ... : .. . .. , : LIGHTING & RECEPT. ; 24 , .. . . . ... ... ........ . .................................................... . .............................. ........................ .. .................... .. ............... . ............. ............... .... ........................_.................. ..................................... . . 560 . 68 : , 10546 .: 29 : . � . ,._,.. . . ....... ... ......... _...... .. .... ... ....... .. . . .. . . .... . . .. .... .. ....; . ............. . ......... ; > � , . • � . � ................................................................:. - , . , . , : � <: .... ...............:............. ... ;.... ... . .................;................ .... . .....,....... ............... .. .. .. MECHANICAL 147100 : ; 479 ; € ; ; ; : 166950 > ; 544 € MECHANICAL 67700 : , < . ; ' . 221 : ; ;; ; : 83575 : 27 ? 2 � MEGHANICf4L ' " ' 79 40Q 25 ; < > . .. ........ .. .. ... ..........: ................... .:.... . ...... .. .. .... ...... :.... .. .............::.. .. _..... .............. ..... .. ....... . . ................................. ........:........ ......... ..........:......... . ........... ............. .................... .. ................ .. ... . .... .... 9 . , , 8690Q : 283 ; N : < ........ ..... .. .... ................ ....... ........... ..............................:........... ......................... ... ........ .... ::.._.... ............;.... ...... . . ... .. . ... .. .... . ... .... , , : : , _ ,. . ..... . .... ..........:.... ......... . ..... .... ... ._. .. ... .........:....... ......... .... .... . ..... .. . .... ........_. ... .. .. ... _... _...... ... . . ................ ... .. .:. . _ : . : : . _ : . PL KITCHEN OVEN & DRYER ! 27200 : 75 € 27200 € ` ' 75 ? KffCHE � OVEN & DRYER 0 : 0 : 0 ': 0 ;; KfTCHER! VEN D ,..... ' ; ; O & RYER !' 27 .......... ! ` ' , ZQO : ;; € 75 < 272 ; .� . . .............. .... .................. ........... ..... ....... .._.. .... ....... .... ....;.� .............: ... . . .. . . .,..:... ..._............. . . 00 75 , , ,--� ..... ... ... .. .... .. ..... . ... ....... ........... .... ... .... . . . ... _.... , . . :: : .. . . ` �: . :: i . i . � i . . I . } . . . 'r � '. . � I : . � . . . . . . . . j . : . 3 . • :: . I: : i 4....................... ... :.. .. .. . ................. .... ... . .... ........ ...... .... . .............. ........ ... ................................ . . .�. TOTAL 202860 : 634 < < ; 206096 = : ; ; > ; , ► ► — � � � 653 : TOTAL , 71 !, . ; ... , . : .. 700 , 232 ;: ; $6925 : 282 : TC�T�L " 1 1 — - . ...... . .. .. ... .... .._. . ... .. ........ ........ .. ... ......... .... . . . .... . ; ; s �sa : ; ; 4 2 : : ; ; SCALE 1 4 1 0 . 124�646 . 388 : � � _........................ . .................................................................... .........................................., . , � < : , .. .. ...... ... ... . .. . .. . . . .. . ....... .. ... . , . ... _... . , . .... ...... .. , , . .,. .,. . _ , ... .... _ ... . , . , ,......._.. . ....... ... . . , ... ...��.., : � . � � � � � � � d ��� q � p o �v� � ? $ , 2 of 2 c� coax�c�r soo5 �c���cmeai. epayeewpc coNs��r�rs, �pc. ' -- o , N � � r P L U M B I N G S P E C I F I CATI O N S . MATERIALS FOR A PERIOD C? F ONE YEP.R AFl"E� CfJPVIPLETION. 15. CLEAN-OUTS SHALI. BE INSTALLE� p,S F'�R 2009 IPC SECTION 70$. � PLUMBII �l � L � G � � C� ARENOTNECESSARILYOUS DONLEGEND � � � 8. �tJBMiTTALS: 16 . PROTECT ROOF RECEPTOR ON ROdJF FROf� E�IhI WATER 6Y ELEi/ATING THE RIM 2 '/" � N � � � 1 . GENERAL: (IS � - ` CV a. CATA�OG INFORMATION AND CUTS OF ALL EC�UIPM �RlT AND DEVIGES SHALL INCHES ABOVE ROOF SURFACE. U c0 � a. FURNISH ALL LABOR, SUPERVISION , MATERIALS , EQUIPMENT AND FACILI'fIES DOMESTIC COLD WAT�Ft �-C) PIPE RiSER � � � � a�O BE SUBMITTED TO THE ARCHITECT FOR REVIEVV (SIX CQPIES OF EACH �. � � p U ' NECESSARY T(3 FURNISH , FABRICATE , DELIVER, STORE AND INSTALL ALL 17 . PROVIDE WATERTIGHT FLASHING V�/HEf�Et/ER F'IP�i PA�S �H6�U �XTERIfJI� WALLS, dC)MESTIC HOT WAl'�I� � PIPE DROP (n � �� .. d�„ WORK NOTED ON THE DRAWINGS AND/OR SPECIFIED HEREIN . C 9. COORDINATION : ROOF AND F�OORS. ° DOMESTIC HOT W�4TER RE�IRC. : PIPE TAKEOFF (FROM BOTTOM OF MAIN) � � � O �;' b. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL WORK NECESSARY TO a. THE DRAWINGS ARE DIAGRAMMATIC AIV � INTENDED 1"C� SHC}W �CC3PE. O � O � O MAKE A COMPLETE SYSTEM WHETHER OR NOT SUCH DETAILS ARE WASTE ABQVE GRAt� E �- PIPE TAKEOFF (FROM TOP QF MAW ) '� L- Q I` b. THE CONTRACTOR SHALL COORDINA�� FiIS WC)F21� WITH Ol"HER �R�tDES TO 18. PENETRATICiN IN WALLS REQUIRING F'RC.��'E�TE� OP�M1IING� � HALL BE FIRE-STOPPED . U � 0- � MENTIONED IN THESE SPECIFICATIONS OR SHOWN ON THE PLANS, Bl1T WASTE BELOW GRADE °--°°3 PIP ENQ CAP '�' � PROVIDE BEST ARRANGEMENT QF ALL DUCT�, PIPES , G�NDUI�', ETC. FIRE-STOPPING SHALL BE AN APPFt(JVEC} MA�"ERIAL aECUR�LY INSTALLED AND � � r WHICH ARE OBVIOUSLY NECESSARY TO MAKE A CQMPLETE SYSTEM, CAPABLE OF MAINTAINING ITS INTEGRIT� l�H �(V SU �J �C1'ED TC? TEST TEMPERATURE GREASE WASTE ABC?VE C.� F�DE �-°--�j PIPE CONTINUATION � � � N N U EXCEPTING ONLY THOSE PORTIONS THAT ARE SP E C IF I G A L L Y M E N T I O N E D • - � � � L L. _ 10. CUTTING AND PATCHING : FOR SPEGFIC WALL QR PARTITIUN . GREASE WASTE BEL�VV C3RADE PIPE EXPANSION GUIDE L. �+_� � -�-� HEREIN OR PLAINLY MARKED ON THE ACCOMPANYING DRAWWGS AS BEING � � L � a. ALL CUTTING AND PATCHING REQUIRED OF THE STRUCTURE (NE�/ OR iw INDIRECT WASTE � � {-°-- PIPE UNION � � V . � INSTALLED UNDER ANOTHER SECTION OF THE SPECIFICATIONS . � J U d= � � EXISTING) SHALL BE PROVIDEQ UNDER C21'HEF� SEGTIONS qF THE WORK. 19. PROVIDE FELT WITH METAL BACKING ld4 �Ft�4TI �N ISOLATIQ[V SLEEVES OR PADS AT ALL � GAS °� PIPE ANCHOR � Q N � U b. PROVIDE NECESSARY REQUIREMENTS TC? THE RR�JECT SUPERINI"ENDENT. PIPE HANGERS OR SUPPORTS AND ,4LL I�C3 ! !�1'S 1/VNEF� E PIPItVG COMES IN CONTACT . _ � g � pp � 2. WORKMANSHIP: � MPG - MEDIUM PR�SSURE NP.TIlt�AL GAS FLEXIBLE PIPE CONNECTION � � � c. X-RAY SLABS PRIOR TO CORWG . WITH ANY PORTION OF THE STRUGTURE . AF�f�LIE� TC3 ALL V�IATER AND WASTE PIPING . t6 � Cfl pp � a. THE WORK SHALL BE ACCOMPLISHED IN A THOROUGH AND WORKMAN-LIKE VENT �- PIPE EXPANSION JOINT � .L W � MANNER SATISFACTORY TO AND MEETING THE APPROVAL QF THE OWNER W �-' W � � 11 . CLEANUP: 2Q. LOCATIONS OF UTILITIES SHOWN AFdE APF'�O�IMAI'E. CONl'RAGTOR SHALL VERIFY C CONDENSATE DRAItV � POINT OF NEW CQNNECTION U � _ � AND ARCHITECT. - N � a . UPON COMPLETION OF THE WORK UNDER THIS SECTIOfV , THE CONTRACTOR EXACT LOCATIONS AND DEPTHS OF IJTILITIES PRIOR TO STARTING WORK OF THIS CO CLEAN OUT --i�l�- PLUG VALVE (� W � (q � SHALL REMOVE ALL SURPLUS MATERIA��, EQUIPfUIEfVT AND QEBRIS SECTION . MAKE REQUIRED ADJUSTMENT� T(� CONNECT T� �XI�TING IJTILITIES. IF °- L _ '� � 3. MATERIALS: WCO WALL CLEAN OUT --!✓1° CHECK VALVE INCIDENTAL TC) THIS WORK AND LEAVE 1'HE PRE�l11SES GLEp.N ANL� ORDERLY. INQICATED POINTS OF CONNECTIORI CAfVfV�T �E MADE 1"C� UTILITI �S AS Ft�UND, THE � � � � a. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND THE BEST OF THEIR FCO FLOOR CLEAN OUT --�° BALL VALVE `~"' U N G� C CONTRACTOR SHALL, BEFORE GONTIfdIJIIVG , NC?TIFY TFOE Af��HITECT PRIOR TO U ' V o0 O ' RESPECTIVE KIND, FREE FROM ALL DEFECTS AND OF THE MAKE AND QUALITY GOTG CLEAN OUT T(3 GRADE �-�- BALANCING VALVE � � � � � 12. PLUMBING IDENTIFICATION INSTALLING ANY WORK WHICH (VIAY �E P.FF�CTELI. � � d. � SPECIFIED. a. EQUIPMENT NAMEPLATES : METAL, WITH DATA EfVGRPoVED C�R STAMPED , FOR (E} EXISTING -°�-° FLOW REGULATQR VALVE ' - U � � .� � C � � PERMANENT ATTACHMENT ON EQUIPMEtVT. 21 , IT SHALL BE THE CONTRACTORS R�SI�ON� i � ILITY TQ �/ERIFY AVAiLABLE SPACES FOR (N) NEW °°��� BUTTERFLY VALVE (� � Q � � 4 . SITE INSPECTION : b. PIPE MARKERS: PREPRINTED, ClJLOR CODED, 1pVl�'H LETTERING IIVDICATItVG INSTALLING THE WORK. � Op VTR VENT THROUGH ROQF a . CONTRAGTOR SHALL VISIT THE SITE OF WORK PRIOR TD SUBMISSION OF HIS °�- PRESSURE REQUCING VALVE a SERVICE , AND SHOWING DIRECTIC�N QF FL(?1IV. >C BID AND THOROUGHLY FAMILIARIZE HIMSE�F WITH THE WORKING UTR UP THROUGH RClOF O c. VALVE TAGS : STAMPED OR ENGRAVED WITH 1 /4°' LETTERS FOR PIPING 22 . VALVES SHALL BE NIBCQ, JENKINS , V+/ALV�C3FiTN , ST(a�KH�4t� OR EC�UAL. SERVICE �� � CONDITIONS & EXACT NATURE OF THE WORK. �� UP UP 2-WAY GONTROL VALVE SYSTEM ABBREVIATION AND 1 /2 NUM �ERS, WITFi �IUMBERING SCHEME. PRESSURE SHALL BE SUITABLE FOR SE [��dl�� l9VTEN �ED . � b. SUBMISSION OF A BID ACKNOWLEDGES FULL RESPONSIBILITY FOR PROVIDE 5/32" HOLE FOR FASTENER. DN DOWN � FURNISHING A COMPLETE AND FUNCTIONAL SYSTEM . -�- 3-WAY CONTROL VALVE d . VALVE TAG SCHEDULE : PREPARE A VALVE TAG SCHEDULE TO �E SU �MITTEL� 23. PROVIDE HANGERS AND SUPPORT� MEETIlVG l"HE REf�UIREMENT� SPECIFIED IN THE c. NO CHANGES IN CONTRACT WILL BE MADE TO ACCOMMODATE OR ALLOW TO THE MAINTENANCE ENGINEER FOR RECC�R�. 2009 IPC SECTION 3Q8 . PLUMBERS l"APE AN � �IVII�E ARE N�1" AG�EPTABLE. EXTRA FUNDS FOR ANY OMISSION WHICH RESULTS FROM A FAILURE TO 4-WAY CONTROL VALVE THOROUGHLY MAKE THE EXAMINATION . 24. CONTRACT�R SHALL AFFIX A MAINT �N6�fV�E LABEL TO ALL EQUIPM �NT REQUIRING DIFFEREiVTIAL BYPASS VALVE 13. PIPWG : ROUTINE fVIAINTENANCE AND SHALL F�RC}VI � E � HREE CC)PIES C�F MAINTENANCE AND � 5. CODES AND PERMITS: a. WASTE, VENT AND STORM DR�41N PIPIfVG : OPERATING MANUALS TO THE OWNERlOPEI�A'fC3R. -- STRAIN�R a. ALL PLUMBING EQUIPMENT, INSTALLATION , ETC . , SHALL CONFORM TO THE � . SHALL BE STANDARD WEIGHT CAST IR�N FiIP� LE5 i TYPE. �� 2009 INTERNATIONAL PLUMBING CODE (IPC), 2009 INTERNATIC)NAL ENERGY �i . UNDERGROUND PIPING CAN ALSQ BE SCHEDULE �0 PVC. 25. CONTRAGTOR SHALL ARRANGE FtJR AfV � PPa'f FOR �LL UTILITI° METERS AND UTILITY NAl'URAL GAS PRESSURE REGULATOR ' CONSERVATION CODE (IECC) AND ORDINANCES AS INTERPRETED BY THE � iii . VENT PIPING IN RETURN AIR CEILING PLENUMS SFiALL BE ABS OR CCIPPER CC?NNECTIONS. TOWN OF VAIL BUILDING DEPARTMENT. PIPING . �-�- AIR VENT b. C(JNTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS ANQ INSPECTIC)NS. b. WATER PIPING 26. ALL P�UMBWG LINES SHALL BE CONC�ALEL� iNITNIN T'FiE �UfLDING STRUCTURE TO i c. COPIES OF ALL PERMITS AND INSPECTION REPORTS SHALL BE SUBMITTED TO � . SHALL BE TYPE "L" COPPER HARD DRAWRI WITPi WROUGH�' �OPPEt� FITfINGS . THE GREATEST EXTENT POSSIB�E . 1�LL LI6VE� NOT CONCEA�E� SHALL BE SECURED 6" � PRES�URE - TEMP. TAP THE ARCHITECT. ii. JOINTS SHALL BE SOLDERED WITH 95-5 �Ft SlL�{E!� SQLDER. OFF FLOOR AND 3/4" FROM WALL AND �� i �.IRiG� USING QFF�ET BRACKET� . iii. WATER PIPING 1 1 /4" & SMALLER GAN AL s0 �� VVIR�BO �kLTER�IATEQU�4PEX °�-� PRESSURE GAUGE � 6. AS-BUILTS: APR, REHAU RAUPEX OR EQUIVILANT-PROVIDE C3E�UCT /�! PRICING . 27. AN APPROVEQ BACKFLOW PREVENTER SFiALL �E PROP�RLY BNSTAL�ED UPSTREA►VI a. CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS-BUILT DOCUMENTS -� THERMOMETER � a CONDENSATE PIPING SHAL� BE TYPE "M°' GC)PPER WI7'H SOLDER JOINTS. OF ANY POTENTIAL HAZARD BETWEEN THE F'C)TA�LE WAT�R �UPPLY AND A SOURGE WITH ALL CHANGES NOTED TNEREON AT THE COMPLETION QF THE PROJECT OF CONTAMiNATION . � � AtVD PRIOR TO FINAL ACCEPTANCE ANQ PAYMENT. 14. EACH PLUMBING VENT SHALL TERMINATE NOT LESS THARI TE�1 FEET FROM ANY � NECHANICAL INTAKE AND AT LEAST THREE FEET FRO(Vd ANY �PEf�IfNG INTO THE 28 . ALL SINGLE AND THREE PHASE MQTCIR�, a�"ARl"ER� At�JD L� ISCONNECTS SHALL BE 7. GUARANTEE: B'�JILDING. PRQVIDED BY THE PLUMBING CONTFZA�T�R AND VVIR�D �Y l"HE ELECTRICAL � a. CONTRACTOR SHALL UNCONDITIONALLY GUARANTEE ALL LABOR AND � � C(JNTRACTOR. MATERIALS ON ALL WORK AGAINST DEFECTS IN WORKMANSHIP AND � � _ � F� � ET � E �f� IL �IC�I" E � : � � 1� �4'JNPVECT 2" V �f(� �XISTING VENT LINE, UR PROVIDE NEW VENT � TERMIN!-lTIC3RI AS SHOWN BY THE DETAIL. Q � . � ~ w, �2 ��NNEGT 2"W TO EXlSTING WASTE LINE. LC� $ .......:........ ..::. .,.. .: : :........ ...,. :. . ..,.. _.,..,_............ , ' . ::,.. ... : ,...: .......... ....... . ,......_:,. .. :::.: ....... . � � � . �3 F2AISE 1'FiE aP-1 DISCHARGE PIP IN 1'HIS LOCATION UP THE WALL 5'-7' W � T� GHAiUG � PRESSURi�ED DRAIN INTC? GRAVITY DF2AIN . � � . , � � OIL Ii� 1' EI� CEP°fC) Ft S> C� HEDl1LE oREau �v,�� ��- oREQ� Na��N - o �- ELEVATOR SHAFT -� TANK DIMENSIONAL DATA OPFR. � UtlIT MANUFACTURER & WASTE FLdW � r , d SERVICE �OCATION VOLUPv1E WEIGHT REMARKS � `.� ; TnG MODEL NO. �G�} OIL (GP,L} (GPM) � H W (LBS ) � � q , SUBGRADE � � � a ; OI-1 ZURN Z1186-ST-400 ELEVATOR DRAINS 3Q - 15 25 1 /4" 14" 14 1 (8" 77 2" INLET/OUTLET. ' MECHANIGAL RM PUMP DISCHARGE ; � � , TO OIL INTERCEPTOR � PIJIV� P S � HED �JLE ' � OR EQUNALEN ..,.,,,. „ ,.,.,.: ,.,, .,.. ,, .. , ,,,,, ,,, ,,,,,,,,; ,,...,,...,.,,.: ,: ,,,_ ` TOTAL ELECTRICAL DATA < UNT MANUFACTURER & � ; ,,. > ; : . >.:;: >.>: .......: . .. � :.. „ SERVICE LQCATION TYPE GPM HEAD RPM REMARKS , ; :, .;.;,:<:;:,,: <;:::;' ::: _ ; > ° . _...... . < .._.... . ; . ; _ TAa MODEL NO. ; . . ; ; . . . . ; , (FT) V ! PH ! Hz HP\W . < . ... ' - SP-1 ZOELLER 49 ELEVATOR SHAFI" E�EVATOR SHAFr EFFLUEN7 15 .0 12.0 3450 115/1 /60 1 /4 HP ' ' ° '' ""> ,,,. , , ...,:,. <; _ . ; ,... , ,,,. ,:, . ;.. < ,. ': # � - :::::>: : , � � , >. , POWER � €: �-- ELEVATOR PIT -► � � ; ' CORD „ � . ,. > , > <.. ; ,. . ' � ; , ' , : < , < ` OI �� < � , � � , < CLEANOUT PLU , , : ; ; � FLUSH MOUNTED : ' NON-SLIP COVER , GRATE COVER REMOTE DISPLAY BC?X ; ` 3 . , � ; FLUSH WITH FLOOR _ ,: , JUNCTION BOX .... ..,... ; . .. ... � TOP OF THE ADJUSTABL SENSOR BOX � 2,�W .. . . .. , ,,,..,. . .. , ,,.. . . . , ,.. , DRAW - OFF GATE PLATE �� � , BE �ow oi � �EVE� wHEtv � AEC PR4JECT #: 11073 ...... ,., ..,.,;. ; ::.: � IfVDEPENDENT : : ; OPERATING) 2" VENT ROUTED TO f� lN . 3" VENT SIZE DATE : ISSUE : ,. ` INDEPENDENT 00o BUILDING AND ABOVE THE , . SP _. ;, > .. 2" VENT ROUTED TO ROOF. , : ;: 1E� BUILDING AND ABC7VE SHOP FA� RIGATEL� LEAL� CAP 09- 15- 11 PERMIT � € 4 -F- SUMP THE Rf�OF. TO SLIDE t�VEF� BA�� JP�CK � � PIT r PROVILIE �191N . 1 SIZ� IIV�R�ASER � z ��r�� LEAD JACK WITH FLANGE , � � � �"� y� � ��� � SUMP TRE�TE� WOC)Gl NAILER. OVER FINISHED FELTS IN z , `���°, ��'; � . ziY. ��� . . . ... .. . . . . . ... x �� w� .'� 3 $ +� �.e'` > ° �^ w � ; PUMP ilAFtIE i A� PER � EPTH OF MASTIC W/ 2 PLY � �, � � �' � �` � �.����de���� ���'� � � ����� ���� _ I I _ � �� � � � PfV slJLP,TI�N . TYPICAL STRIPPING IN MASTIC N . . - - - - - - - - - - _ _ _ INLET -► �_ OlJTLET -�-- � OVER FLANGE. TYP. � ' , _ �� �� : �,� - - - - - - - - - : �� ����� � � I � 4 , Drawn By: Checked By: 2'_p" ROOF �ECK ,;� �� ��.� �� CTL t�EC - - - - - - - - � - ����a ; , �-�� �,� _ . ._..:{� GENERAL NOTES : SEDIMENT BASKET , ` > I� C� R i I�i ��-�x� EXTEND VENT INCREASER 1 L �,J M� Il �1 G 1 . BUILT IN HIGH WATER ALARM . A NiW . OF 12" BELOW ROQF _ ;, .J 2 . OIUHYDRO�IC FLUID DETECTION & SENSOR. DISCHARGE , SLOPE & � I � � ��:� M 3. INTERLOCK TO SECURITY PANEL RUN TO MAIN SEWER NOTE : ' � PE� S � RE : P2A � SCHEDULE �, 1 . COORDINATE FLASHING SIZES AS SCRLE: 1 /4" �ItiQ" : ;; ; p �y REQUIRED BY VARIOUS STACK SIZES" ; S/�1ND � OIL INTERCEP �V � D ��� I1� 2. PATE" TYPE PLASTIC ROOF CURBS �EGEN� CX. ' NO SCALE ARE AN APPROVED EQUIVALEfVT ELE\iATOR SUMP PUMP DET�►1L PLAN NOSCALE � � � � � � � �OO � D ��/"lIL � � � � V � �JO �CALE _ : d l� � � ��� � � o � � . � � ,; `� W� � � `�A � � � � l of 1 o coax�c�r soo5 ,v�cx+��cme�. eHa�era�c caN�u�rs, �pc. ' � � � � � � ����� ����� �, ���� J�1N � � ������ �;�v��.rc.��ca�s��cx�zcr��: l May I5 , 2012 l�r> �uy Cue�ia � : Open �Iole �bse�-vation/Foundati�n Consulta�i�n l�edba Co� st�ucti��a Lot K, Blocic SE, Part of Tract C, Vail Village, # 1 � � �.�. .s:vn. ✓�'riv . .� . . i �� L1Y1l�iUUVVV L11Vli�� 'LVW11 Vf vTaii � � � � � � � . � ��.. Vail, C� �165f Eagle County, Colorado `Iia e-ma�l ��� ��(ir�e� e� C� � ae�aa�� I'roject l�oa 12020 Dear I�r. Cuccia: At your request, an May 11 and 14, 2012 , we visited the construction site at 122 E Meadow I�rive, Town of Vail, Eagle County, Colorado . The purpose of our site visits was to observe the soils ' exposed in the faundation excavation for the proposed elevator shaft. The excavation consisted of one pad on the east side of the building. The pad was approximately ' 10 feet by 24 feet and 20 feet belaw t11e existing grade. The material encountered 'zn the pad consisted of over-satnrated clay with some very scattered claystone fragments . Ground water was present in the ; excavation. As a result of the unsuitable soil conditions in the excavation, we recommend the proposed elevator shaft be supparted with helical piers. We recommend consulting with your structural engineer and the helical pier installer about the design and construction of the helical piers. We understand that gravelly soils with cobbles and boulders were encountered during the construction of helical piers previously. Ti1e helical piers for the elevator shaft have to extend to at least the same depth as the ' previously iilstalled helical pier that reached the gravelly layer with cobbles and boulders. Please ' coar�diJaate witl� the local building i�aspecta�� �,zd notify i�s if ive need to bp present dur�ing the installatian of tlae helical piers. The presently installed sump pump would have to be reconstructed due to the very high level of sediment that had already clogged the pump and caused flooding of the excavation and slurnping af the surrouiiding soils . The new suinp pump needs to be installed two feet below the footing pad. A layer of Mirafi 140N should be placed over the entire excavation bottom and covered with minus 3/4-inch of '�,,^�R cleali crush rock. The sump should be constructed over the fabric and gravel layer and surrounded with 'a :'�� the sarne gravel material ta prevent silt and inud from clagging the pump. The pump will need to be r� '�`. �� accessible for maintenance and repairs . They should also use clean crushed rock for backfill. � �; ���'�r The areas in the excavation that have been affected by the ground water table should also be ��� �,�"'�� � shotcreted ta prevent any further deterioration and slumping. � `��`�� } .�,'�" This report has been prepared according to locally accepted professional Geotechnical � � � �' ��� t , �. � eng'rneering standards for similar methods of testing and soil conditions at tllis tirne. Tllere is no other � '�""` �',, warranty either expressed ar implied. � `��^r�� . . . . . . . �ry�:.HiF . . . .. . . . . � , , �,:� �� . � Sincerely, � � � � � � � � � �� � x o-�i !� '� f F �„, � ayu p y ! i xd I.�� ��gi�e�ri�a�, �r�co Reviewed by: ,� _, � ¢ . _ ,� � , _ s, , 4� _ � . . '� xd� ,aa• �..,�- � s� ���' �,ri . . . . . i� �� y,� y °°,% � ` � � a..�.�,.— �. . . � •;,..xN� a.�"'a'R � �w+.�«..., �„ ,>��� . . . t,r g M : e . °�a: � � a. .� 4 r�"ttl �x: . ;�r'"�M , �� '.%'w� w°xi��^' y :�u�n''�f�,.:r"`e.r� . � � . . . . n., . . . . w �o-",�..+,"�." �wL/ ,..� . . . . � W '�� ,� - � . � . � . r �. ;; r +� � ��+ y a . � � � Lw�y�' +" ,d'��A',�� � ary'�'�.� ,y� � . 4 � . . . aS� b . � "`� aM1 � �✓'6 �� f�{ Ctf ¢ w�.in� ... Pel`EY° �Ecl"pVSICI �� � �� 5' >,0 �..U1�1«��f�T'OVSICa� P�' x r�� ':`"r ��"� � �a � � ;� .,� � � � � � � � � � � � � � �a � r� � � � � Cc: Tim � oyle, e-mail :boyleeng@qwestaffice ne�'� �'� � ��� �°�° �� �� ' �'" �'���' �" � ' ` " ��`s ' ��'� ` � � � r .- � �, �� � ._ �, �. �� �� �� ��� �i `� ��. � F� ��. ��, r� � � r �, � _ J:\ WPX4-LKP\ 2012\ 12020open-hel.wpd = .� "�� ° �� , . -._ _�-;�p.� . a, .,,,�-..-m..T� � - ��� ., n -t..—_ :_ � _�-, ' d_��� �_7 s.�� �_� ��� P . O. Box 2837, Edwards, CO 816� 2 T 1 (970) 926 9088 , x (970) 926-9089 �� �� 4 � ��� ���������� � �; � � �; : � ; �,����.�������, ��.� � CI VdLJGEc�1'EC;H:VICAL ��y � 09 2alz 1l�g� �' ecv �'eaeep� �F's • �'e�gr�ge.:�t�µ4in�c _ ��EE ��1 PLPr $rxerePrtear� $2pa�ea�°� : . _� . .1. �. .,..._.,__ s.. ,, a l0�ecl�o �aa►struetioaa Lot K; Block SE, Part of Tract C, Vail Village, # 1 �.Cl. �ox 3416 122 E Meadow Drive, Tov�ni of Vail Vail, CtJ �165� Eagle County, Colorado �Tg`u e�ee_n �@! ; c�rU't• {{RiaSt�€� �Z��;��?e�? Precenr4lR7n, 17119f! �� ��� L9ear Guy: At your request, and at the request of Spike, on May 23 , 24, 25 and 29, 2012, we visited the constructian site at 122 E Meadow Drive, Town of Vail, Eagle County, Colorado. The purpose of our site visits �ras tQ abserve the inst�llation �f the helical piers far the support of the elevator shaft. PIER# SHAFT HELIXES! # of PINS DESIGN INSTALLED SHEAR/REFUSAL SIZE INCHES CAPACITY CAPACITY DEPTH (square section) ' 1 1 'lz inch 8 " _ 20 KII'S REFUSAL 17° 2 1 '/z inch 8 " - 20 KIl'S REFUSAL 3Q' 3 1 t/2 inch � " - 20 I�II'S REFUSAL 10' ' 4 1 1/2 inch 8 ° - 20 KIl'S REFUSAL 31 .5 ' 5 1 '/2 inch 8 - 20 KII'S REFUSAL 31 .5' 6 1 '/Z inch 8 " _ 20 KIl'S REFUSAL 13 . 5 ' 7 1 '/Z inch 8 " - 20 KIPS REFUSAL 31 ' 8 1 1/2 inch 8 " - 20 KIl'S REFUSAL 29' 9 l 1/2 inch 8 �� 8 , 20 KIPS 40 KIPS ' 3 �' 10 I '/z inch 8 " � 20 KIPS 40 KIl'S 36' 11 1 '/2 inch S " - 20 KIPS REFUSAL 22' ' 12 1 1/Z inch 8 ° . - 20 KIl'S REFUSAL 21 ' I3 l i/Z inch 8 " - 20 I�IPS IZEFUSAL 25 ' 14& 14a 1 '/z inch 8 ° - 20 KIl'S REFUSAL 6' 15 1 Ih inch 8 " - 20 KIPS l�EFUSAL 25' 16 1 'h i��ch 8 " _ 20 KIl'S REFUSAL 48 ' 17 � '/z inch 8 " � 20 KIPS 40 KIPS 28' ' 18 1 �/z inch 8 '� - 20 KIPS REFUSAL 21 ' P.O. Box 2837, Edwards, CO 81632 Tel (970) 926-9088 , Fax (970) 926-9084 ' � ' � iVIr°. Guy �uc��a Page 2 �'roject No . 1202Q ' Ivlay 30, 2012 E1 total of eighteen helical piers were installed. �'he piers were designed by Tun Boyle, FE, T. Rc�yle Fng;n �erino, ?nc. , File Nn. Vi1CenA-Sl ; laat revised; may 16, 2012. Ple�se see thP �tt�ched slcetch for the pier locations. All installed helical piers had 1 - 1l2 " square shaft and an 8-inch helix . �'or pier number P-2 they used a S-foot lead section and ten, 3 -foot sections after that. For pier number l�-4 they also used a 5-foot lead section and ten, 3 -foot sections after that. For pier nuinber P- 12 they used a 5-foot sectian for the Iead and tne sec�nci ex�ensiati, and iour 3 -ioo� s�ciiotls af�er �hat. fill othcr piers ; were constructed with 5-foot sections . Pier numbers P- 19 and P-20 will be installed at a later date. Sails report of the existing soil conditions was not available for our review. Tim Boyle was : consulted for appraval af the piers that were tenninated at refusal on cobbles and boulders. ' 'i'his repart has been prepared according to locally accepted Professional Geotechnical Engineering standards far sPmilar methods of testing and soil conditions at this ti�ne. There is no ather warranty either expressed or implied. . . � � . . at ° ar . . . . Sincerely �, a,, �:s , , � , ilm , x, , �� , , r L Eizgineer�rag Inc. � ' "�' r� ` ' ` � '��` '� " " . I Y • � . . 9 :;pl ,�fi t ,.� M1,:.' '4 * a a�` �'': . . . . . 4 . ,. p . . . . . . � �i N M.,. . . �' �` e t t 7-ru. . � . . � . „n z im � "4 ,,: b � "C . � . . � h � p N ..:": � . £ � � � . w�;�a � D� wp�'�< '"� � . � . � � . .. � . . . . � '' ��M � p�'y Crpq �v��9" '�F"y�t�,� . . � .� � . . . �� ���.V '� + ,." g d 4 . . . . . � . . }'� 4E.f� '!�" �� 4 a4ir �' ;'4 ° L7° s ,^, . � . . . , , ��� Luiza F'etravslc� , PE �� � `�,m � � „;u ; � � �rs : �� l�resident � � � � � �` �" ' zi , f^ KS ,�,;� ,�,�, ` Enclosures ' J:1_WP X4-LICP\ 2012\12d201�e1-inspection.wpd P. O . Bo�: 2837, Edwards, CO 81632 Tel (970) 426-9088 , Fax (970) 926-9089 � � ; � g ;' °. � � :�� 't �+��� � � , _. . . . .. . . .. . . . . � . . � r . . . . . . . . . . , . . . . . . . . . . . . . . . . pa -m .. .._. q � � � .�p`� [�aury ' � � � . . � . . . . . . . . . . . . . . . . . � � . � . . . � . . . . 0..s �'.v�-x { ��'l .Y,..«c �l.a=.io � Wa� I� Q$� �{jy � . . . � . . . . . . . y �w ' dA&.."I.` L�4i:'3 . . . . �� . . . . . . . . . � . . � . . 1 '�� ` �� P 1 � F` Y B 1 g� � y�p�� *� . . . . . . � � . . . . . . . � . . . . . � . t `?. 9��t G.� � � .. ' � ' ;:.. • . � � � .� n �--- � � �z .. . _ � __ �w7 a �. � .: � �._, ��� ��� �. - � � .-_._ � � � ::� m �_� :. ��� � � �� � � � �TM.�� � :: : � :: ::::: .:: .� � � .� $�� c=:� �� _ . . . � ��: �.� ��� ������ T,.«�.M�nF������� Rw#���. �.���� �,� � � a .�a� ��'�`�'#���. � ��,� � � ��� ��� � � �i�s-�#�[P�, ' � F�1.��'�� v �� � i�2lJ.l.. � ��'t" �[" � at ���� �; � � �a �°�' I"� � � �`� � 9�" G7,�', 4�t't'� � � . 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P-3 P-4 P-5 � �' �s.::� c� � � � � ��..' f�+� �� � �T9$� ' �1'lhl�s � �i4� � , � �$�.����7 � � � � � � �, , �,� � � �� � � � � � � � � � � -� � � � � P- 1� P-2 ;�. ,�` � � n � � � � � �T9s� � � � '� '`a � h � �I��t� °r�� :���. - t��'-�* � '�t�� �.. � � �'� �{ . . � .. . .. � � . � . . . . . . . . . . °�/�/"f�.W �. �) 9k '�. ES it . . � W � �4;:,��,4�, - . .. . . �r' m6 t { . . . . . . . . � . . . . ., . . C'9 � . � r�m: � ;� E�'�� � �'�� � Y T. B� YLE E�t�lnl�ERIA�G, I�C � � �,, ��-�� � � � _ � � � � � � � � � �� �'��'I�'� � G� 1.:�? � �°'�a��RCs� G� � -�3 . l�I �LI �AL F" IER f�1UMB � RS (�- 19 �ll�l � f�-20 � � � � � 1�[��'� : I� ��t �r� c�d. � �� �a��T"� ���t G� t al,�� �� WiLL � E INSTALLED AT' A LATER QATE . J � � 4 � � �� o ' � ' � f �.I� 1'fY�. ! 'T �'�'3 � � � � � � � � � ��� L � i � �9 i _ _ __ _�.�., _ _ � � Q O � � . i A,a . 06�20� i �I : VIIGenf�-51 L� vl : C75 16 12 D / / VI : 05 23 12 RE °vED / / �S �l - �o.....�t �''"' '�HY �9 �6' 'r� � �-.p�� °Q�• o'�,` � �; ! � t`� , o � 4g g ; , . , . , , . ' ., .,, . . � � � . � � � . . . . . . . . . . . . . . . . . . � . . � . � . � . � . . . , . . . . . . � � . . � ... . . . . . � . � . . � . . . � � . � � � � � � . � � � � .. � � � . . � � . . � � . � � . . . � � . � . � .. . . °s�� saN� �i . . � . � . . . . . . . . . . .. � �. . . . . . . . . . . . `��0�lAL�' , o PAIR 4 x 4 x Ya �NGL�S o GUT NEW OPENfNC� IN ' U E7C15TING GMU WA�1.L o � � � �— , r �i � � � � � L p N .- _ � L � � G � �l � �' � �. �IG� T� S � u - � � o � � � � �rn � r � � � � N n` L KJ :— � This structure has been designed ta me,et the requtrements of the 2004 � International Bu11di Gode with amendments as ted the Town of Vafl . ~ � � � �9 Qd°P �! - Q) � �j 0 �— _ �r U 'd- Ail omisstor� or confliGts between vartous elements of the workin drawtn s � �.. 9 9 0 � ,_; c�d/a^ spectftcations shali be brou�t to the attentton of the 5tructural Engtneer � � � •— '� b�efore roceedt wfth : work so ir�volved. Tha C�aneral Gontractor" shali verif ~ RS 1— ali dimengions and candltiong at the cab site and ghall be res ongible for the P "9 °"y 1 p y ' -� � � � d� means, methods, techntq,ues, sequences and procec�mes assoclated with this a ect. ' �urthermore, hs shall be rea onstble for coordinatton of all work and Pr' J P materials Inc'ludtng those furnished by subcontractors. The 5tructural 6�gineer ShQli be c,cmtacted durinC� the �.on3truGtion pha5e to mQke the �ob site ` IngpeGtiong I � I necegsary ta confirm that the actual fteid condittons are conststent wlth the � � � � � � � � � � � #�n� � � � I � desfgn assumptlons and that the constructton fs proceeding according ' to the ` �� _ �� p� plc� cmd spac�f�cations. I/4 - 1 � ❑ Llve Loads Usesd In Design : NOT� ; 100 f ; 9haFt Roof ps �� Equlpment R,00m Roof 80 psf snow + 42D psf e� �ai^thq,uake 5elsmtc Zane G � Wtnd q4 mph, 3 5econd G-+ust The foundatton degl� for� thig struct�^e ` Is based upon the 5otig Re,port by � LKP Engineertng, inc. dated May 15, 201� !P�^o�]ect No. 12020). 11�e beneral Gontra�tor ghould review the 5otig Englneer's report and Foilow � tts recommendatior�s for excavatton, backftlling, grading �d drafnage systems. �;v � Tai�.ILL � EPDXY GRc?UT �2) - #4 � - �c �4" DOWELS fNTO EXISTING (� FDUNDATION �T NEW BONL� f� ` `` — � �l--I� BE,A+M ELEV�TION. L�4P DOV�LS , �� ' y � I � �E51DE NEW �EAM #..t� �INFOiZGING. �3 PLAGES) � . . � .. . . . . . � .. � . � . . . . . . . . . . � � . . . . . . . . . � . . . . . . . . . � � . � � . . . � . � . . . . . . . . . . . � . . . . . . . . . � . � . . . . . . � � � � � . . � p . . . . . . � . . . . . � � � . . . . . � � . . � . . . � . . � � � � .. . # G � L�FZILL � EPDXY GRDUT 4 x 24 „ �� 6 G,hST IN PLAGE 5fi' � G I � ( G � T I ON� S Lk�WELS � 10 O.G. INTO, �ONGRETE GAP 5L?�B � � � � EKISTING FOUNDATION. L�tP E� a� WITH #4 � 6 " O.G. EAGH �� L�DWEL (8 BE51DE NEW F�OTINC-� WAY � REINFORGING BAR. � � AII concrete to attain a �o resslve stren of 2500 s1 in 28 d s. - — � 9� p � � �� II � `�� � � I` All f TOW = 10'1 -0 reln orct bars to be Grade 60. �4-�-11 n9 �` I Ca IM � e� � �� �� AII steel bolts shall conform to ASTM A325 g ecrfrcations. �``��*• a 8 -3 x 6 -� I I x iD P E 15 IH _ C} P� WI7'H #5 0 . _ �� B � iac� � 5tB8) GriQ11t16 �5 �Qf.6 Q11C� �05 9�'iQ� ) G011f01'11'i t0 f�tSTl"1 �(7 5 BGIfIGQtI�l19. �I�� - p � p � io �.c�e ��aeH waY � � I s — PA�IR 5 x .(e ANC�f..�5 0 �_ �� AII steel T.O. PAL2 IC}Ca O beams shaii conform to ASTM A492-50 eclficattons. ad� � � All mas block units shall c.onform to AaTM eciflcatlons G40 � _ °� r',P � � _ � 6rade N (mintrr�m fm- 1350 st , 6 x b x /8 LEDGER ANGLE _ P � _ � 5� n u � � ' WITH a DIAMETER x 6 A�II mortar shall conform to ASTM eciftcatton G2'10, T e 5 �� _ �' � XY � I O.G . _ , . EPO AN�HORS 6 II ` `` _ � � �� RII e out to be 5a11 2 iTech or roved e uaL i� U P�� 9i" dbc'nd OD � �F' �p �i. AND �/s DIA. H.A.S. � 12 O.G. No ecfal Ir�s ection re Ir u ed. � p q � STEP TOW _ r � ,4U frami lixnber to be �'Z Dou -Fir or better. _ � n9 9 ! �-1 a m . . . . . . . � . .� M . � . . . . . . . . . , . . . . . . �. � . . � .. . . . .. . . . . . . . . . .. . . . . . � . ... . . . . . . . . . . . . . . . . c e � . . . . ftU roof - I w 11 I _ deckin to be 5/8 G-G Ext APA 32/I6 ood. Na w th 9 py �a°"" ' � GUT NEW OPENING IN . . � M � . � � q ���' . . . . . . . . . . . . . . . .. . . . . . .. . ; . � ( � IOd o 6 o.c. at c�el e es and � 12 o.c tn the fteid �;: , p a9 . � EXISTINC� GNN WALL � � � �� � �� i4 3 x 14 x 12 PAD _ � _ � � \ I � � � W! H DOUBL MA.T OF N � �k V � � �� _ , ' /'� �5 � 8 U,�. GH WA� � ` ��.� ( ` 5 m : �;fi , { ��� �.� . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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I�OINEL fb BESIDE NEW FDOTING �OOTING A5 REQUIRED � ; F i�EfNFURGING BAR. i � � , � � _ l...! _ � � {y . . . . . � . . . . . . , . . . . . . . . . . � . . . . . . . . . . � . . . . . - . . . . . . � . . � . . . . � . . . . . . . . . . . . . . . . . . ` ...::4 , . . . . . . . . . . . . . . . . . � . � �. . '. � � . . . . . . . . . . . . . . . . . . . . � : � . . . �. . . . � . . . . � . � . � . . .. � . �. . . � . � � . . W . . � : . . 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