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Home My WebLink AboutVAIL VILLAGE FILING 7 TRACT B PINOS DEL NORTE COMMON ELEMENT � i � � n.l�5{4 \�'��`&-i+' �,��. � ql� �4f��`��'�.� ADMIN�STRA►TIVE A�TION FO�RM Department of Community Development 75 South Frontage f�oad Vail, CO 81657 tel: 97Q-479-2138 fax: 970-479-2452 web: www.vailgov.com Projec� Name: PINQS DEL NORTE Application Type: Cor�dThPl ADM Number: ADM060001 Parcel: 2101-U81-1000-� Project Description: PIIUOS DEL NORTE CONDO PLAT Participants: OWNER PI�VOS DEL NORTE APARTAMENTO 03/14/2fJ06 � �:� C/0 TOM NOONAN ` ' � � � BOX 69 ,,,,--r�r�--��-�� VAIL CO 81658 APPLICANT KAY LARSON, MANAGER 03/14/2006 Phone: 476-2747 PINOS DEL NORTE CONDO ASSOC. PO BOX 69 VAIL CO 81658 Project Address: 60a VAIL VALLEY DR VAIL Location: PINOS DEL N�RT� Legal DescripEion: Lot: Block: C Subdivision: PTNOS DEL �10RTE Comments: BDARD/STAFF ACTIdN Motion By: Action: S'TA�FAPR Seeond By: Vote: Date of Approval: D1/OS/2fl07 Meeting Date: Canditions: Cond: 8 (PLJ�N): No changes to these plans rnay be made without the written consent of Town of Vail staff and/or the appropriate review �ommittee(s). Planner: Bil1 Gibson DRB Fee Paid: $100.00 V . � APPLICATION FOR CONDOMINIUM/TOWNHOUSE PLAT REVIEW {TTTLE l3 Vail Municipal Gode) (please print or type� A. APPLICANT p; nn� nP� u�,r�,� ��,m�n�� I+,sse��=-e� MAILING ADDRESS P O Bo� 6 9 , � 1 r c�n ft 1 h��t ' �\ PH�f�E 97b�'476-2747 ° B. ,APPLICANT'SREPRESENTATIVE Kav T,ar�nnr rv�ana�Pr ninp,s nPl �vnrt� Pinas Del Narte � MAILING ADDRESS P O Box 69 , Vaii, CO F31 658 �_ � PHOf�E 970-476-- 7 7 C. PRQPERTY-OWIVER p� �`�� ' � �� OWNER'S SIGNATURE� '+� � Xavier p�a�ab�l, Fresident PHONE�7p-47h-2747 � � i Pinos ��l Norte I MAILING ADDRESS D. LOGATION OF PROF'OSAL: STREETADDRESS �'�'�� Y,r�(�� l �='�t/#� , I°�>2�� ='t GF ��1��fi�; a � / r�- �1 �OT BLOCK SUBDIVISION V�I�E vl1.G � FILING ,� PARCEL N0. �ee f��ac�� (Contact Eagle Co Assessar 328-8640) E. APPLICATEQN F�E $140.00 PAlD � CHECK# � � r� DATE�`�� F. MATERIALS TO BE SUBMITTED: 1. Two mylar copies and one paper copy of the subdivision pfat shall be submitted to the Qepartment of Community Development. The plat shalE include a site map with the following requir�;rr�ents: a. The final plat shall b� drawn by a registered surveyor in India ink, or � � other substantial solution, on a reproducible medium {preferably �� mylar) with dimension of twenty-four by thirty-six inches and shall be at a scale of one hundred feet to one inch or larger with margins nf one and one-half to two inches on the left and one-half inch on all other sides. b. Accurate dimensions to the nearest one-hundredth of-a foot for all lines, angles and curves used to describe boundaries, streets, � � � � � � ,1 setbacks, alleys, easements, structures, areas to be reserved or � dedicated for public c�r common uses and other impor�ant fea#ures. All MAR Ofi 20U6 curves shall be circular ar�s and shall be defined by the radius, ��,S o b- ��S�F � � TOW�I OF VAfL �- �j /� o� Dool , � .. . central angle, are scored distances and bearing. All dimensions, both Eir�ear and angular, are ta be determined by an accurate control survey in the field which must balance and close within a limit of one in ten #housand. e. fVorth arrow and grapk�ic scale. d. A systematic iden#ification of all existing and proposed buildings, units, lots, blocks, and names for all streets. e. An identification of the streets, alleys, parks, and other public areas or facili#ies as shown on the plat, and a dedication thereof to the pu�lie use. An identification of the easements as shown on the plat and a grant thereof to the public use. Areas reserved fQr future public acquisition shaal alsa be shown on the plat . f. A written survey description of the area including the total acreage to the nearest appropriate significant figure. The acreage of each lot or parcel shall be shown in ihis manner as well. g. A description of all survey monuments, both found and set, which mark the baur�daries of fhe subdivision, and a description of all monuments �sed in conducfing the survey. Monument perimefer per Coiorado statutes. Two perimeter monuments shali be established as major co�trol monuments, the materials which shall be determined by the town engie�eer. h. A statement by the land surveyor explainir�g how bearing base was determined. i. A certificate by the registered land surv�yor as outlined in Chapter 17.32 of this title as to the accuracy of the surv�y and plat, and that � the survey was performed by him in accordance with Colorado Revised Skatutes 1973, Title 38, Article 51. j. A certificate by an attorney a�'mitted to practice in the State of Colorado, or corporate title insurer, that the owner(s) of recortl dedicating to the public the public righi-of-way, areas or facilities as shown #hereon are the owners thereof in fee srmple, free and elear of all liens and encumbrances except as noted. k. The proper form for filing of the plat with the Eagle CoUnty Clerk and Recorder. (. Certoficate of dedication and ownership. Should the certificate of dedication and awnership provide for a dedicatiort of lae�d or impravements to the public, all beneficiaries of deeds of trust ar�d mortgage hofders on said real property will be requir�d ta sign the certificate of dedication and ownership in addition to the fee simple owner thereof. 2 � �. . , m. All current taxes must be paid priar to the Town's approval of plat. This includes taxes which have been billed but are not yet due. 7he certificate of taxes �aid must be signed o� the plat or a statement from the Eagle County Assesso�'s Office must be provided w�th the submittal information stating that all taxes have been paid. n. Signature of owner. 2. The condominium or town�ouse plat shall also include ffoor plans, eievations and cross-sectians as necessary to accurately determine individual air spaces and/or other ownerships and if the project was built substantially the same as the approved plans. 3. A copy of the condominium documents for staff review to assure that there are maintenance provisions included for all commonly owned areas. G. APPROVAL PROCESS, REVIEW CRITERIA Upon receiving two copies of a complete submii#al along with payment of the appropriate fee, the zoning administrator shall route one copy of the site map to the town engineer fot his review. The zoning administrator shall then conduct this review concurrently. The town engineer shall review the submittal and return comments anc4 notifications to the zoning administrator wha shall transmit the approval, disapproval or approva�with modifications af tf�e plat within fourteen days to the applicant. The zoning adminis#rator shall sign the p�at if approved or require modifications on the plat for appra�al or cieny approval due to inconsistencies with the originally approved plan or failure to make other requ9red modifications of the piat. H. FILiNG AND RECORDING The zoning administrator shall be the final signature reauired on the plat so that the Department of Community Development will be responsible for promptly recording ' ' the approved plat with the Eagie Cour�ty Clerk and Recorcfer. Fees for recording shal� be paid by the applicant. The Community Development Department will retain one mylar copy of the plat for their records and will record the remaining mylar copy. I. If this application requires a separate revisw by any Iocal, State or Federal agency other than the Town of Vail, the application fee shall be increased by$200.00. Examples of such review, may include, but are not limited to: Colorado Department of Highway Access Permits, Army Corps of Engineers 404, etc. The applicant shalf be responsible for paying any publishing fees which are in excess of 50% of the application fee. If, at the applicant's request, any matter is postponed for hearing, causing the matter to be re-published, then the entire�ee for such re- publication shall be paid by the applicant. Applicatiorts d��med by th� Community Development Department to have significant design, land use or other issues which may ha�e a significant impact on the communiiy may require review by consultants other than town staff. Should a determination be rr�ade by the town stafF that an outside consultant is needed ta review any application, the Community Development Department may hir� an outside consultant, it shall estimate the amount af money necessary to pay him or 3 • � i � her and this amaunt shall be forwarded to the Town by the applicant at the time he files his application with tf�e Community Develapment Department. Upon completion of the review of the ap�lication by the consultant, any of the funds farwarded by the applicant for payment of the consultant which have r�ot been paid #o the consultant shall be•returned to the appticant. Expenses incurred by the Towr� in excess af the amount forwarded by the application shall be paid to the Town by the applicant w9thin 30 days of noti�cation by the Town. � 4 � � � ., � Memo This documenc contains time-sensitive information. Ptease read immediately and respond as specified. � � TO: Community Devetopment O FROM: Don and Kay Larson DA7'Es 02/27106 � SUBJECT: Parcel Numbers for Pinos Del Norte Amended Condo Map {see attached) � #Z I 01-08 I-I 0-QQ I C o��a''� � ��'`e'`� � T � 2 I A�-08 I-I 0-002 �"��'i 2 I 0 I-08 I-I 0-003 � 2!Q I-08 I-I 0-004 2�4 t-0 8 I-I 0-0 0 5 (� 2 I 0[-081-I 0-046 � z�a�-osi-io-vo� ��ai-o$i-iaaos ��oi-os�-io-oo4 ��oi-osi-iaoio x�o�-asi-ia-oi � � ��o�-as�-io-o�2 2f(�f-081-IQ-013 2101-081-IQ-0�4 2t01-O81-10-015 2l01-081-10-016 ziaa-osi-io-a�� io�-oai-io-aE8 Zioi-oai-l0-Qf9 Kay Larsan, Manager Pinas �el Norte Condominium Association P06ux6U 600 Vail Valley Dr Bldg"C' 61658 970-47G•2747 970-476-7b12 Fax pdnvail@vail.net I , i� ' �y Tou�v oF v�IL L►epartmerrt of Cammunity DevcCc�pment 7� South Fr�ntage Roac� Yarl, C�loracl� £31657 970-479-113& FA.X 970-479-2452 tivww.ci.vail.co.us March 29, 2006 Kay Larson, Manager Pinos �el Norte PO Box 69 Vail, CO 81858 RE: Pinos Del Norte Condominium Plat Amendment �ear Kay, The Town Staff has �eviewed the condomirtium plat amendment application far Pinos Del Norte. The fotlowing is a summary of the comments from that review: 1. Withir� the title block and all applicable certificates, the terms "condominium map" shall be replaced with the term "condominium plat". 2. pn Sheet 1, th� building location must be tied to the praperty corrters with distances and angles. Pfease make the above listed corr�ctions and then s�bmit two signed mylar copies of the plat wit'h all certificates completed, except the Administrator Certificate and the Clerk and Recorder �erti#icate. Additionally, submit a chECk paid to the order of #he Eagle Couraty Clerk and Recorder in the amount of the recordation fe�s. Once these items have been received, the Town of Vail Tawn Clerk wil! recorcf the approued plat with Eagle County, If you have any questio�s, please feel free to contact me directly �t (970} 479-2173. Sincerely, �C/.v�"U- 1?`h• �✓L—_ Bill Gib�on, AICP Town Planner Town of Vail • CC: Sam Ecker, Gore Range Survey, LLC S�•RF.CYCLEDPAPER rW , ► I �, .rPi?AGY.L�RG ��FlI� VALCF_ I Y Df�I VE / 5"-�.=�` s�n;F u.rinrnF `�� R.Q.� G=02'42'S:" �� ""'.-..1�,, vztr�:. er�HS 0 � 'y " _-_'_ _ R=525.06' - �' ueiii en:r L=24.97' � � r@f 'W� A m7/pnr;K CuAR C LEN-24.87' . l �r--;,A,�,.. �a BRG=N 83'46'29" W '\fCrvC�, O '� -'-' B:o!a .�u(ibP�wAJ�� mh yf''- -•f.c; '-- R;OI.E B?O]I � _: . � ��...,,,,��r� �4 5zos_ l�' ?D' i0' vU' � /� S U •' 1 �• � c.- '-� � +�, NEO EL-C L:VE - �_- . 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'J:. �,-: f�«� Design Review Bcaard ACTIQN �t31�M . - • � Departm��t of Comm��nity D�v�lopm�nt ��'y� �'j� ' 75 S��th Frontag� Ro�d, b'a�l, Col:ora�o 81657 �J� r k�F: 97Q.479.2139 fax; g70.479.2�k5� � ,^.+',7tt�^.�-r�°i�,�Ct!�.-^�-i.;,-- WGb: 4Y'W'JJ.Val��6V.COfYI Project Name: �?^a� !"�� DRB Number: DRBC}6�157 ll / �roject Description: COMMON ELEMENT-FINAL APPR01/AL T0 ADD CANOPY AND GARAGE ENTRY; RELQCA7E ' TRANSFORMER, REBUILD RETAINING WALLS NEAR VAiL UALLEY DRIVE Participants: QWN�R PINOS DEL 1VORTE APARTAMENTO 05/15/2006 C/0 TOM NOONAN F'O BOX 69 VAIL CO 81558 APPLICANT FRITZLEN PIERCE ARCHLTECTS 05/15/20d6 Phone: 970-476-6342 1650 EAST VAIL VALLEY DR, #C-1 VAI L CO 81657 License: C000001402 ARCHITECT FRITZLEN PI�RCE Af�CNITECTS 05/15/2006 Phone: 970-476-6342 1650 EAST VAIL VALLEY DR, #C-1 ' VAIL CO 81657 License: C000001402 Project Address: 500 VAIL VALLEY DR VAIL Location: PINQS DEL N�RTE GARAGE ENTRY Legal Description: Lot: Block: C Subdivision: PINOS DEL NORTE Parcel Mumber: 21fl1-081-1Ofl0-5 Comments: see conditions 6014RD/STAFF ACTION Motion Sy: Action: STAF�APR Second By: �fote: Date of Approval: (}5/31J2006 Conditions: Cond: 8 {PLAN): No c�anges Ca these plans may be made without the written consent of Town of VaiE stafF and/or the appropriate review committee(s). Cand: 0 (PLAN): DRB approval does r�ot constitute a permit for bui{ding. Please cQnsult with Town of Vail Building personnel prior to cortskruction activities. Cond: 201 c . DRB approval shall not becorne valid far�Q days following the date of approval. Cond: 20Z Approval of this prc+jeck shail lapse and �ecome void one (1) year followfng the date of final approval, unless a buiiding permit is issued and construction is comm�nced and is diligently pursued toward completion. Planner: Matt Gennett DRB Fee Paid: $250.00 .._ � � �_ � � �.�� _,�r' 14, . I �" . ..I �'��i . � �_ �� . � , '�� r , � . , ► � : - �in�r �xteria►r �leter��i�n� ��;��: Ap�ifc�tion ��r [�e��n �ewiev�r ��-- � � ��. 17�partrnent c�g Carnn>>�nl[y Devefep�t�er�t (c', �,, � � 1/�/ � ��r/�+t� ' � 75 Sou[h Ftant�gE fa]id,Y�Il, CUldrad4 $:657 D ,n A t�V F f�� y tel: 97D�179.?.I25 isx. 470.�F7a 2�51 CI x��b www.�t�ilgav c�m II�I �� 1 5 ��Q� i 1 GB�Br��Yn�'OrP�d�iO�: u '_' ? A!f pr��ec�s �quiring des�gn eevdew rriust rec�iv�a�r�sr�,val �rior to sut�mftt�ng a t�tr�Jding perm�ap�� PJe�� red'r.r ta th� sut�m'sttal reG�.�ir��r;ent� fcr thN p�r�!cufar approvai �itat is r2quested, An applicat��q_a+ i� � "kf,C`f L _� ca,nr,c �e accepteci u3�tl ali s•��t�'sred infonnaiion is rcce�v�cl by c;�e �,ommunity E�FVeIo}�[,�r* Ck�;p�rtrnent. T�i'�... . - projr� may also ne�d to �e ��s+r�we� b�r the T�,��en Co�nril and/cr t�e Plannir�g �n� �r�vir�+��•r°�er�ta! �an,mis�on, Desigw rxvi�v�e �,pprov�al iapaa� rsnl�s�s� Pxe'aldier� perrr�it is ia,�e��e� �nd cans2PUr.tion rcws�rnence$uvithin s�n�3��r bf @�e�ppravai. D��ription o6�the Et�qi9CSt r_!:L f : �t,;�°�jj,�t� f-'�� --�`..4 r��":��'•:�."��l. � y _�" �._ l . � ' �l 1.:' '� r �^'.s r��?� ,:-.�1 ,�'..��_��' 1/J '`��"�t//w�l�1;'�_ GC�'�� t 1 .y—��/"'/'- �1y� _l.!---:.:: €�t r _ ---••_--____._.._ Lt3c�tl�t� ��khe �ropasal: Lot: '�!ock;--- - 5u�di�vis�an:�/�.l'i''k:'�; �"::��,�.�'C�±'��°1':.�,� P�ysical A��re�s: � C7i� v'�!�__..v`'��i�''.�_._'��.�� . _.__--__�._. - - �.•� �+�trt;a� Nts.:�C�/.r``"?��.?°�`,�._____(Cont�ct�agle Cc�. R�sessuir at 970-32F-86�€p for';.��'�el i�e.) �.. . � ��.�. _.�, �xin3ns�� _,,,� ;;; c_°+ ''- __._..�____� ,_...�_ �.p._,_.___...� _____._. F��rne(s)of Own4r(s}o ir.��S l�k.';.,.�I�IU��' �;.U.:�5�1l�(�{f:1 e��+�,� . �Mfa10ingAd�lres�, �� .�;_..�`� ,`'��'I �,- , ��:,�` �S�I��'� __.�_.____�_ _._._ ---------- -- -_ � Ph.��a ____._�_.�._��__�_u_.___._ � _ ��3a+va�er�s)Signature(s)�� _ .---.__._ ___-.- -----.�._._.____ �lam�o#Agplia�wt- �d_', r ' �°�L-�./t� �r a� :::'"�"��='.1�7`F":..'?'"�°�/ ,,�1�/ a�,-�/�%`�� qailirs AdQre�s: r'� �..-�.'`� .�4fe.,.��f,�'"^��.<_._ ' '��..,� -A �� IL {'� �-_'� � ._ 9� �-- - �, _�� _ ��"_'_ � ^ �. _ Phone: -'�-�—�� —�-- \,,_/ �-mail Ad�r�ss:J-1,,I�' ��:-.:��.�: , '.�,:s,,,�!�Fax:��:: !1�,!'�/--- _- -- ...�._ l�►Pc�f�+��r��v ar�d �Qe: � � 51gns $50 ':�s�1.00t�aer square foof:s€totci slgr� a+•Ea. ti' C�n�:e,ytual Review R,o Fee r'� I,Ew�pn5:l'i1��p�s $650 F0�COt15t�JCtian Cf d f�QN� fiU�ldl�lg 4P destl:l�r�t�uild C] adciir.ior, �340 For an additian wh�Cre �q�ar�fuet�� ad�ed to any resic�enti�l or cnmmeer,ial !�u�l�iing ,Incl�des 254?adr�iti�sn,�intenar co�versihns) °� Minor.4Ete��don #250 �csr minor ct�a�rges to b�i'dinqs arsd sfte�rnp-ove�n2nts, s�ch as, (�nu{ti•f�mlly/c�rnrc�rr_+al} fe roofl;�g, painting, wvi:�oow additivns, iandscaping, fr.nCes anC reta�rting walls, et.. G hlinar AI!;eraC;4� $2C For minCr�hdnges tn buiidinc�s�nd site,mprpve►rents, sucir 85, Qsingl�family/duplex) o+e-r�vfing, pairsting, window addE;,ons, I�n:tsc�ping, ferces ar�i r�t�tiE�ing w�lls,er. C Changes to,4p,�roveri Plans �20 For revlslons ko pians al,�a�y aepprover! try Planniny� Staff o- the �es��n Rev��w 9oarc9. � 5�parat�on Ftequest Na Fee IFor�Office US� 2 I � Fee PaIQ�.�i��_ Check Na.;��?�r�,.8y: ��' `� �� Meeting Date:_ `� �L ~�� DRB No,: ��'`'X�� — ��PEanr�er�--�� "--�— ------ ProjeCt�la.:�.� � _— �.�„�, — - I � � : � - . . I � . , .�� , i ;�., _ . . � 'r{. � �i c 4I �..� ` � F �.�q 1 �� C� (. '�;R' �"�� . . �. ...n �` . . i\.i. �� '" ` �.n..• ♦. �';� a� . , . , \ • • . M1 �'i .,4... �,� . �1.. . . � . [ a .. + � . � � + PROPOSED MATERIALS Builclinq Materials Tvne of Material Color Roof -=��_',r� ,�.s��.,�.c f.� ,.�� ,`-�=�� /..1-/�/�_j- �., Siding /X�,�=��-._. ) ;r � ��[� �f �J;��--��=y""� � � - _, �ther Wall Mater'sals •4�I ��G��; �_ "` ,, �7-� l� �1�n t;=-,_ -, ". Fascpa � ��:,_- �� . !�- Soffits . � /�� "Ir- . Windows iy��=� Window Trim �� Doars jvr,,,.�,--, ; _ �� , Door Trim r �.; �T� , Hand or Deck Raiis �r=Z�-,N- i '/ F{ues � ��'�'' ..— Flashing C��'f-� - Chimneys ,. ��',�'x- Trash Endosures � Greenhouses , ; � ,:.�- Retaining Wal4s � �=�`,��._.'� - ��'�!,..��:,7-='h.. `I Exterior Lighting ��"=��_-y_ � � `4 " �i ��l Other Notes: Please specify th2 manufacturer's name, the co�or name and number and attac� a color chip. F:\cdev\FORMS�Perrnits�Pfanning\pR6\drb_minor_alt_11-23-2fJQ5.doc Page 6 of 13 11/23/2005 . ' � . _ , . PROPOSED LANDSCAPING Botanical NamP Common Name an i iz PROPOSED TREES ,� ..�� c1c.� � � '1�J � AND SHRUBS ' -G,1�6+ ��Gc.J�JI`�r�� ~j fci�L f�C��:�.t?_"1 L-�,� j G ��aL_ EXISTING TREES � �1�--��/ � ► TO BE REMOVED � Minimum Requirements for Landscaping: Deciduous Trees—2"Cali�er Coniferous Trees—6'in height Shrubs—5 Gal. Type Sauare Foota�e GROUND COVER C��'�=�..lY��c��1 �dc��' so� �� . SEED IRRIGATION TYPE OF EROSION CONTROL Please specify other landscape features (i.e. retaining walls, fences, swimming pools, etc.) [ F:�cdev�FORMS�Permits�Planning�DRB�drb_minor_alt i1-23-2005.doc Page 7 of 13 11/23/2005 � I *�***�****�:�**��**�****��******��***�*��*******�*��*�*�*�**��*****��*********� TOWN OF VAIL, COLORADO Statement ******+�**�*�+***++*��x�x�x***********�****�x�*********��*�**��***�**�**��**�**�*********�**** Statement Number: R060000594 Amount: $250.Q� 05�15/200602:55 PM Payment Method: Check Init: JS Notation: 13718/FRITZLEN PIERCE ARCH�TECTS Permit No: DRS060157 Type: DRB-Minor Alt,Cc�mm/Multi Pareel No: 2101-fl$1-10�0-5 Site Address: 600 VAIL VALLEY DR VAIL Location: PINOS DEL NORTE GARAGE ENTRY Total Fees: $250.40 This Payment: $250.00 Tota1 ALL Pmts: $250.00 Balazice: $0.00 �*�*��*�**�**�***************��***�*�**********�****�*********�**��:****+*+*****�t+*****+��* AC'COUNT ITEM LIST: Account Code Description Current Pmts ---------------°-_- °----------------------- ------------ DR 00100003112200 DE5IGIV REVIEW FEES 256.00 ----------------------------------------------------------------------------- I I �,; mar ! i . :�o � . ��; �vCUC��' . ;u; r•�, � � � i i:: . �:Y�, r , •��y U'�'l.ITY A�pROVAL gc 1/�R�F�CI��'ION % � ' �'�� R pa existJn or a sed udii sery�c�s,a�d also to � is form s�v�,s t�ver3tY ti�at thi Proposed tm ravements�:Il nat im Ct any 9 P� Pa � y�j�y y�vfce availab�lity and brstlon for new cvnstr�lct�on and shouEd be u�Kl fn cnrsjunctian�vith pn4Rarin�Your ut�Gty p!a�anG �,��y�g�nstaliations. A site pJan,includin�grad�ng plan,tlaor plan,and dE�ons,shalE be Sub�7itted�the Folla�vir�g ut+(itf�s for apprGVal and verifiicaCtor�. Au! � r' commeR �.tg Qy1�7 970.5�.3.7189(�� , 970�984.0257(faxl 9�O.b87.o72Z(ceil) COryt�S: Steve WeLers yuvaters C�c�west.C4� �'XC.EL HIGH i+�SStlRE GAS 470.2fr2.4476(t6�) 970.458.1401(rex) Cont�dt:Wch 5�sne�os HUE.Y ptOSS EL�C�"�tIC !!eL`t GQOsS F.�+��`� �AS �nszu�6 970_�147.5425(.tel) PR�.1��iTlE� Tl� Nr�.�L�^IO 7� R£Lt►Ct�'f�A 970.945.+1D81(fax) � �MoN Coyt1PL�To�J G� �'ti�. �S1Gl�l Contatct: �eff Vroom At�r] Cera��AC�vA� A6�FEan�,NrS• �eem�hoivQass.com � TN�s ?P�e.� eS v1'�C��wA`l � �1r ��LI�� -- �'�R5 P1Z.oSEG1', �� ►�O �(C�L fl�Il�1+CG1r , 57G�2bZ4038(f�c) C4nl�ts; IAt 8agart 970.Z6a.4C24 j��rine BogBEt EAQE RIYItIt WATER& j 5�Ar11TAi'1'�N[7�TRIC7 � 97d.�Tb.74s0(�? � I 970.�F7$.�1489(Fax) Gw,t�sC� Fsed Naslee 6AGIM�hV�.O� W�iWV�VW�fi 97Q.468.�5g9 ioG. 1100{te!) 970.�68.2672(fs� !� Carst�tt: Brad DA�tas �e4rr��eahk.COmmstCAb1 �.I��e utllib appro�vai&v�wfAcadon fonn has st�natures frnm e�+a1 the udit�tompaniQS,md na comenents are n,a�dirQCtly ' on the fdnn,tht saa+mm w111 p�tf�at ther!are na problans au�d t!�develapmant ren proGNd. 2. If a ud�ty+ wmpet�y hia Concems wlth ttlm propos,ed consL-trel�On,me untihr rep��nt�tws shan r+oe��re�r or+ d�e�euty v�iqqon for�a that t�+era Is a prablers�wh�h needs to Ix re�lwd, The issue should ihen be detailed in nn atCaCh�d 1�m� Tovm of V�. liowawei, P� �P �n mfnd tlx�h it is tha napot�ibRiry o� tha ut111ty tompany and t�e gpptit�nt to resofve ide�Fled F�oblans. 3.'1'he5e v�catlons do s�C relievs t�u tondraetor ar tt�e rtsponsi�fl�yr tio obt�in s pub{k Way Per+�t from the Qepartrnent of Publk Works at ttte Yown of vail.u�alv�oc�oR'mu�t��ined befor.�aole�in arry�ubGc r�ght�f-way or tasernsnt wlt6ln 4t�e 7own of V�lf. 's'he�evelop.er is�eq�rtd and ag�to submit any�vlstd drawings to tAe uqlitlees far rta�pp+oval e►ro-verfxadon if t#�e �y nQ��alterEd fn a�w#y Sfte�'ttte at+th0[ited s�3nature da�e(�I11ess akEserv+li5e Sp�C�caUy noted witi�ln the wmment a of ). ��:uu��i�[15tf U4'�tWl��. , P.O. BGX 341� ��'"�� i Q{oplf5 5-iQ11Dh]fE ' Date �97�; ��5-10a1 F:10dev11�7RM5!Permi�rPlorx+�+9�DRB1drti mlrto►,�3123-200�.do[ Pa�e 8 of 13 ' �1/�iJ�S l '� �`94 '��I �19��N3 SSO�� 10� wd4l �Z l 9D�� '�l 'i�bW _ �ic�5 -��//��,�.7� . � � � �'�i��,��s/ //� Uir'/ � �".�� T�OWN tJF VAIL DEPARTMENT OF CONIl"�fUNITY DEVELOPMENT V � ?5 S . FRONTAGE ROAD VAIL, CO 81657 � 970-479-2138 `��` NOTE: THIS PERMIT MUST �E POSTED ON JOBSITE AT ALL TI:�I�S MECHANICAL P�RMIT �ermit # : M00-OC� ;5 Job Address . . . : 600 VAIL VALLEY D1� 5tatus . . . : ISSUED Location. . . . . . : 600 VAIL V.ALLEY DR Applied. . : Q5/11f�00U Parcel No. . . . . : 2101-081-�0-00� � Issued. . . ; 05/12/2000 Project Number: PRJ�30�0108 Expires . . : 11j08/2QOQ AFI'L�CANT VALLEY WIDE PLUMBING & HEATING Phone: 970-949-1.747 P O BQX 508� , AVON, �CO 81620 CONTRACTOR VALLEY WIDE PI,UMBING & HEATTNG Phone : 970-349-1747 P O SOX 5080 , AVO1�, CO 81620 OWNER PINOS DEL NORTE APARTAM�NTO C I1rT % TOM NOONAN, BOX 69, VAIL CO 8165$ Description: Valuat�on: l0, OQ0 . �C SNOWMELT SIDEWALKS/EXTE�IOR BOILER Fireplace information: Reetzicted: Y #Of Gaa Applinncee: itof t3aa �oge: #of teood/Pallet: +yriwrrrrwrrrrrxrtwrtkrr+aar�riai+rrvrrrrrr+r�r�rrtrrrrrr+tr FEE SUMMARY +r+rar.arwrrwrrrrrrr�rrrw+r�aatttaiarwrrrrra-�.rwawrrr+rar Mechanical---> zoO.oD Reatuarant Plan Review--� .00 Total Calc�leted Feee —> ?��•oQ Plan Check---> 50.00 DRB Fee---------------> .06 AddiCional P'aes---------% .00 Inveetigatiotu .00 TOTAL FEE9------------`-> 253.00 Total Ppzmii' Fae-------> 253.00 W121 Call__"> 3.00 Paynen�n_ ""'_"""__� 25?.n0 RA7�P.NCL'� UUL°-----------._> .00 ■rrrwrr,rvwrrr*rtrwer+�rwrrrrrwrntrtr+�rkrrr+sr�rrrrrrrer�rwr+�.+�rsi.+vrw�WWr�rrrwtt+aaarw,rrvrrrvivr.+rw�wa.a�rtrir+°rv+ucY�rwvrvw�.r�wtr Item: a51Q0 BUILDING DEPART'M�NT Dept : BUILDING Division: os/��1200o JRM ACtion: APPR APPROVED Item: 05600 FIRE D�PARTMENT Dep�: FIRE Divi�ian: 05/11/2000 JRM Action: APFR N/A CONDITION OF APPRQVAL 1 . FIELD INSPECTIONS ARE �2E�UIRED TO CHECK FOR CODE COMAL�ANCE. 2 . COMBUSTIOI�T AIR IS REp�UIR D PER SEC. 7Q1. OF THE 199"1 UMC, OR SECTION 701 OF 'FHE 1397 IMC. 3 . INSTALLATION MUST CONFORM TO MANUFACTURES INSTRUCTIONS AND TO CHAPTER 10 OF THE 1997 UMC, CHAPT�R 10 OF THE 1997 �MC. 4 . GAS P,PPLIANCES SHALL BE VENTED ACC4RDING TO CHAPT}s'R S AND SHALL TERMINATE AS SPECIFIED IP3 SEC. 8�6 QF THE 1997 UMC, OR CHAPT�R 8 C}F' THE 199 7 I�+IC. 5 . ACCESS TO HEATING BQUIPMENT MUST COMPLY WITH CHAPT�R 3 AND SEC. 101'7 OF THE 1997 UMC AND CHAPTER 3 Ok' THE 2997 IMC. �6 . HOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUN'TING ON COMBUSTIHLE �LOORING. 7 . PERMIT PL�NS AND CODE ANALYSIS MIUST BE POSTED IN MECHANICAL ROOM F�.IOR TO AI�T INSPEC4I'ION R�p T,TEST. 8 . DRA.INAGE OF MECHANIC;AL RQ�NIS CCSIQ'I"AINING HEATTIVG OR HOT-WATER SUPPLY BOILERS SFIALL BE E�UIPPED WTTH A FLOOR DRATN PPR SEC. 1022 OF THE 1997 UMC, OR ECTION 1004 .6 OF THE 1997 �MC. **,�****************�********************�*,�***�****�***********,r******��*�****** . � DECL�ARATIOI�IS � I hereby acknowledge that I have read this application, fil.led aut in fuil ehe info:rmation sequisad, comploC�d an accurate ploe plan, end otete that all the znformation pravided ae required ia correct. I a9r=e to cornply with Lhe informaCia: �acd p7.ot plan, ka comply witkt all Town ordinancee and etate lawa, and to build thiu atrucr_ure accox•dina to the 'rown'e zoning and nubdiv_eion codeo, deeign review approved, Uniform Building Code and other ordin�ncea of the Town applica�lc thereto. l2EQUEST9 FOR INSPECTIO2�ES BHALL BE MADB TWENTY-FQLTR 3i0LTR5 IN At3VANCS BY TELSPHONE AT 479-2138 OR AT OCTi2 OFFICE FR:�ti' �:GO A;, 5:0� PM SIC�I�:TUR� OF OW23ER �R C(3N'T'RACTOR FOR IiIMSELF AND aWNER �� y • � ****#*twx**�*t*ttt**�*w****�tttt*�*****ttt**+***t****t**t***tt*� TOWN OF VA2�, COLORADQ 3tatemnt ,r***,r****if��,t,r+++***�**,r,+**,r**,►��i*f+f�+f**+++ttt+*++�*�:**,r,r�,r etatemr�t Number: REC-0627 Amount: 253.D0 05/12/OD 08:41 Payment M�thod: 22341 Notation: VALLSY WIDE Init: JN -------------------------------------------------------------____ Permit No: M00-oo35 Type: H-MECH MECIiANICAI, PERMIT Parcel No: 21D1-681-10-003 Site Address: 60� VAIL VALLEY DR Location: 6atl VAIL VALLEY DR Total Fees: 253.00 Thie Payment 253.U0 Total ALL Pmte: 253.00 aalance: .00 +f**f,r*,r***+�*t*+*****,r,r**x**++f��t*+f*+t*f*+s+#��+.**+*,��M��rerti Account Coda Description Amount MP 00].00003111304 MSCHAI+IICAL PERMIT FEEB 200.00 PF D014000311230d PLAN CHECK FEES 50.D0 WC 001D0003112600 WILL CAI,L IN3PECTION FEE �•fl0 -------------------------------------------------------------W_- t, . ' � T4WN OF VA,�ONSTRUCT�ON PERMIT A�LICATIOIV F4RM INFURMATION MUST BE COM�'�ETE OR THE APPLICATION WILL BE REJECTED Contact the Eagle Gounty Assessors O�ce at 970-328-8640 for Parcel# ��J�1(� -�r� �P� Parce!# ; (� � [J(7 '; Date: � ��-�'�� Permit# / 7� Job Name: �,��c /�.r_� ��-�.�- �_ Job Address: �UC 6 7 c � �,i /!��• .l�-�'. � _� Building( ) Plumbing{ ) Electricai( ) Mechanical� Other( ) Legal Description: Lot 81ock Filing Subdivision � Owners Name: �,a.•s ��I ��%�^*t_ Address: (.,<; �. ►�� : / l!< �l�Pr� �:�. Phone# y�7� -�/�(7 Architect: Address: Phone# � � � � ��,.� c��Tv �� Description of Job: ��'��cC'IY��I �s �l��'�tC�,i G � ��-' �✓ Work Class: New (� Alteration( ) Addition.�l( ) Repair( ) Chher( ) �`f�� ✓ Number of Dwelling i7nits: Number of Accammodation Units: Number and Type of Fireplaces: Gas Appliances Gas Logs Wood/Pellet VALUATIONS BUILDING: � ELECTRICAL: $ OTHER: $ PLiJMBING $ MECHANICAL$�j�,�[?l��y 1"OTAL $ CONTRACTOR INFORMATION _ General Contractor� Address: � s� Town of Vail Registration No. Phone# E�ectrical Contractor: A s: ` Town of Vail Regisuativn No. PI c �1� PlumbingContractor: Address: +-� � - �, �. _ � h � - � Totivn of Vail Regislration No. �'hone#` r '� t`'� �� _ Mechsnical Contr:ector: ��!1 !lr ��'�'c ��C� �ddress: _'��% �X S�c��' �'.�� L' �l�=�t�, � Ta�vrt of Vai� Registration N4. � � � � Phone#_ J��-/75F 7 r -�.a �,J FOR OFFICE USE �� TYPE GROUP SQ. FT. VALUATI�N BUILDING: SIGN,I�TiJRE: Z�NING: SIGNATURE: S` � � CL�EAN UP DEPOSIT R�FiJND TO; , � � � � , .. . . ' � � ,_ � ,,��r � r+� � . a• � ,� � � . . � � i . • � TO: ALL CONTIL4CTORS GIJRRENTLY REGISTERED WITT-I TEIE TOV4'N OF VAIL FROM: TOWN OF VAIL PUBLIC W�RKS AND COMM[IMTY D�VE�,OPEMENT DA'I'E: JANLTARY 1, 1999 SUBJECT: CONSTRUCTi ION PARKING�1ND MATi�RIAL STORAGE CODE�2-10: DEPOSITS ON'PUBLIC WAYS PROHIBITED A. Unlawful deposits: Subject to subsectian C thereof, it is unlawful for any persan to litter, iracic or c�eposit, or cause to be littered, tracked or deposited, sand, gravel, rocks,mud, dirt, snow, ice, or any othei debris or material upon any sVeet, sic�ewalk, alley or public plaee, or az�y portion thereof. B. Notice; Abatement: The Director of Public Works rnay notify and require any person who violates or causes another to viotate the provision of subsection A hereof, or who has in the Director's employment a persan r�ho violates or eauses another to violate the sacne,top remove such sand,gravel, rocks, mud, dirt, snow, ice or any other debris or materiaI within twenty four (2�l)hours after receipt of said notice by the Director of i'ublic Works. In the event the person so notified does not comply with thc notice �vithin khe periad of time herein specified,the Direetor of Public Works, or other authorized agent, rnay cause any such sand, gravel, roc�cs, mud, dirt, snow, ice, debris or any other materiaI to be removed from any�street or alley at the expense of the notified. C. Exceptions: The provisions of subsection A hereof shal� not be applicable: I. Within the immediate area of any construction, maintenance or repair project of any street ar alley or of any water main, se�ver main, �lectricity linc, gas line, tclephone line or any appurtenance thereto; 2. To deposits of sand, dirt or ma#erials necessary far tk►e pratection of the pubfic safety; and 3. 'To public areas designated for the dumpin�or depositing of said materials. I D. Siunmons; Penalty: As an alternative to the aotice for removal provided in subsectia�n B above, any person who wiolates or causes ar�ather t� violate the same, may be issued a summons to appear before the Municipal Court of the To�vn for said vialations, and upon being found �uilty of a violation hereunder be punished as,�rovided in Section I-4-1 of[his cade. �. Notice; Penalty: It is unia4vfui for any person to fail or refuse to comply�vith the notice of the Director of Public Works as provided in subsection B hereof and any such person shatl, in addition to payment af the expense of removal incurred by the Director of Public Works, as provic�ed in subsection B t�ereof, upon being found guilty of a violation hereunder, bc punishable as provided in Section 1-�4-1 of this Code. (1997 Code: Qrdinance 6 (1979} 7 Read and acknowledgcd b},: -c-�, � Positian or Relatianship to Project: �'�F� ;�'�a�-�t'�� (i.e. contraetor or o�vner) i Date: _ 5�2�[I�� " � � � � ��:�\ 4 �� il �� TOWN�OF i�AIL '� Depanment af Cammunity Development � � � . � 75 Sou1h Frontage Road �'ail, C'alorado 81657 970-479-2135 FAX 970-479-2452 � BUILDING PERMIT ISSUAKCE TIME FRAME If this permit requires a To«m of Vail Fire Department Approval, Engineer's (Public W orks) review and approval, a Planning Qepartment review of Health Department review, and a review by th�; Building Department,the estimated time for a total review tnay take as long as three(3) weeks. All commercial (large ar sma11) and all multi-family permbts will have to follow the above mentioned masimum requirernents. Residential and srnall projects should t.ake a lesser amaunt of tirne. Ho�vever, if residential or smaller projects impact the vanous above mentioned dcpartments with regard to necessary revicw, these Projects may also talce the three (3) tiveek period. Every attempt��i11 be made by this depart�tent to expedate this permit as soon as passible. I, the undersigned, understar►d the �'lan �Check procedure and time Fratne. I also�nderstana thst if the permit is nat picked up by thc expiration date, that I must still pay tk►e Plan Check Fee and that if[ fai�to do so it may affect future permits chat I apply for. � r Agreed to by: l�� 'roject Nam�: ��'[�S �� l�'?`e_ . Date: � Z t'�'= Work Sheet was turned into the Community Deveiopment Dept z�a RECYCI.EAPAPER . � � �► i � MEMORANDUM TO� ALL CONTRACTORS � FROM: TOWN OF VAII.PUBLIC WORKS DA`IE: JANUARY Z, 1999 RE: W'HEN A"PUBLIC WAY PERMIT: IS REQUIRED JOB NAME: /,�� ; If, "�� DA'Y'E: � Z- v�-, PLEASE ANSWER THE FOLLOWiNG QLTESTIONNA[RE REGARD�NG TH�NEED FOR A "PUBLIC WAY PERIWT"': 1. Is this a new residence? YES N�_� 2. Is demolition work bein�performed that requires the use of the Right-4f-Wa_y, easernents or p�tblic property? YES N0� 3. Is any uti�ity v�ork needed'? YES NO�_ �l. Is tF►e driveway being repaved'? YES N� �C 5. Is a different access needed ro the site ot�rer than the e.�cisting driveway? YES ND_� 6. ls any drainage work being done that affects ttsc Right-of-Way, easeinents,or public property? YES NQ �� 7. Is a"R�vocable Right-0f-Way Permit"required? YES NO. ,� S. A. Is the Right-of-Way, easements or public property to be used for staging,parking or fencing? YES NO� B. If NO to 8A,is a parking, stagirtb ar tencing plan required by Community DevclopmenC� YES NO � I �f you answered YES to any�of these questions,a``Public Way Permit" must be obtained_ "Public Way Permif'applications may be obtained at the PubZic Work's affice or,at Commuriity Development. If you have any guestions please call Leonard Sandoval from Public Works�t 474-2198. I H �AD AND A�ISWERED ALL THE ABOV�QUE5T14N5. �- �, � � �� ' ��llz-, �L�� (��r/. Contractnr Signature Compan�y ame Date: '� ? �'�-' y � .. � � `' � Design Review Action �arm �ow�vo�V�rL �►' TUWN QF VAIL Project Name: Pfnos del Norte sidewalk ProjectNumber: prj00-Ot08 heating � Praject Description: heating of sidewalk and bailer addition Owner, Address, and Phone: Pinos del Norte PO box b9 Vail, CO 81658 476-27�47 ArchitectJContact,Address, and Phane: Pinos Del Narte—llon Larson PQ Box 69 Va�, CO 81658 Project Street Addxess: 6D0 Va�I Valley D r But ding C Legal Description: part of tract B, Vail Vlllage 7th � Parcel Number: 210I O8I10003 Bui�ding Name: Pinas de1 Norte Comments: heati�ng exist�ng s�dewalk Board/Staff Action Motion by: Actian: staff approved with Seconded by; conditions Vote: Conditions: 1. boi�er to be screened by additionallandscaping Town Planner; Allison Ochs Date: 5/5/UO DRB Fee Paid: �2U Project Name: Pinos deI norte sidewalk heat � Docutnent 1 ' � ' ` '� � � ' , ,,, ; � �;'i��f:�f�k�4i`�4'� V_s�i.•�� l��E.�(�!�iLa Tc3 .. .'l►J;.�! '�::_l.;l IJ WUF�I'� ;:�I-iL••:.L I i� I� lJfi o J� (a i`��t� i aFvf.�i�: �i�:! i _.._...........,..._._._,_...__.._._�.._..T._..___�.__.._..,._._�...._.�._..._...._.__...�..__...,�..__._._._.�.._._..„_.___.�._..__. __._.�_,._...._...____._..____..________----:. � ....._......_.__....__.---......__W�.._---._._.______.________..._.__�.....__________.____.__,_____......_.._.___...,_._.---._.___�__._..._..... i Activii:y : �+'1��--��3`� 7/ �,/`� Ty�� : �._.M�C�H Stat�_tse I�SUEb Gons�r: d��f�'T � Adcfr�ss� : E�� AIL VALE_EY L?R � I._ocatioti : E,��r'� I�ATL Vf1LLEY DI� � � r�� c�� : ��i.-4-�ai._��._�� u�� . TJescr�iptian : r�;�IC3l�Ih1�LT ��iPEWA!_i�.�/EXTF_RIOF2 HOILEI� ' � A�SE7li��.�nt : UALL.�V WIDE F�i�.U�i��IVC �t f°�CATIhIG F°F�one : �,;'R:� �-;:i<_;.._.� ;°,:, ,: �WT94tY�: ��i1'Jf]a �?EL �lORTE f��°�F�TF��IE�IVTI] C� IfV �'hone e 1 � Gontr��ct�r-�e VALL_EY wary� F�1_L1M��II�C � E��-r�r�� F°hon� : '�;��:�1 ri.��__.1 ,Y,'�./ � f __._.._.__.._._._.----__..___.._.__..�_.__..___.____._.....__�,_.___.:.n.�._.��.__._.__.__._....____._.._..�__.�._--.--.____._._. ._._.........___. .._........�...... ..._ .. ........�.._.. � � :[n�sp�c:t i. on Rec��_d�� :tnfor�ma't i.crn. . . . . � �e��_�p<stor�: �7I�:1� F�tinne : 949-�-17�+� F�eq "f � m� : f��i.�� Comr�ient�, : 4JI�.L CAL...L --� AL.L7G C --• CAk�L f;C�LE-. ;':?f,--,=?�r',;:; � I Items r��q��st�d to b� �ras��ect�d. . . A�1. ion Comm�nt� Tin�� _, ; t �1��:,�3� hiE�CH-F=inal I � ._ �..�... ---- - - W ._.._��.�_�.r.� _._�_ ..�. .. ��..��.�.. ^ ..�._.._._ ' t .� _ - - �__ _..___._ _ _ _.__..�._ �.�.� . _- -_ .� �___.__� ._.__.._ _ ____. .._ __ _ __ ..._ �.._._._ �..._____.._ -.---____._ � �_..�..�._ �. - __ _. __ _ . __ __ _. : _ . _ _ .�.�____ __ _ _ . ..._ ... , .._ , � ___.__.,.._,_.._.___.___.�W--.--.____ . . _ _ _ _ _ . _ � Inappc�i: inn Hist�nr�y, . . � � �:�em : ��°.��t� M�f1f-I--�F��;:, � � T�:e m : �t�t;�4� F'l_M�a-(i�5 F'i��i ��,y � �JI�JI�Q� I t7�pect Ur�: ,J F�M ,'1�.....� ;_ ,:;�, ; �=af=��-�'�.1 �a��G�f�� _�.a��_; i,�e j.i� A I R TF�`: �� l f [t�m : 0�31� M£�F-1—We�t i ro g � � It�m ; ��.��°.�� MFC:H--•�xh��.��t !-�_;�,,-: � I1 ai� : 121�.�?Vi M�Chi--a9.1��]ly E�ir� I � ] t�m : ��4� I�E.C:I�-I--M i s c�. _ 1 / - -� t y �. . L / e . . � ' . _ i. �. . . � . . . . . .� _� ,1 �, d,�l Tl��1 K?r �i . !I.',� V•�i' i i E.'I. '�j f.i i{ �i 1, � i, i � I � � ��-�' �^'t I�I ` � I _ � t Y _ _.w. ____' _ \ . � `��_ �r�n 4��a� ��A�� M r u-��-�-ry 77-f-�:.2.r-( /�v� �rzrz.._ ( ,�'�f�'�zl�J�� f11 U i� � I�tO I��JS= UN � `�C'.�;��U f'_r ' -_ - _ � _�- %' l /� ��-�--° ; ' � / O�� f _�1M, LV 1(_�r�� I r � ,�� 1'U��"�} ��'iX� . `'�r� !; °j� r`.�<� j�, � _ l � � I ` l � f I � ( f ! //?�� C�W�- ! ��"P� ,b�a c� � ��` TOWN OF VAIL DESIGId REVIEW BOARD ACTION FORM Project Name: p�NUS DEL NORTE TREE RFM�VAL DRB Number: DRB050124 Project Descrip#ion: Application withdrawn by applirant after a solu�ion for repairing the damaged sewer lines was fau�d which did not requir� the removal of the trees. Participants: OWNER PIIVOS DEL NpRTE APARTAMEN�'0 04J01/2005 C/0 TOM NOONAN BOX 69 VAIL CO 81658 APPLICANT NEDBO CONSTRUCfION 04/01/2005 Phone: 970-845-ifl01 P.O. Box 3419 Vail CO 81�,58 CONTRACTOR NEDBO CQNSTRUCTI01� 04/01/2005 P.O. Box 3419 Vail CO 81658 License: 251-A Praject Address: 600 VAIL VALLEY �R VAIL Location: Pinos del Norte Condos Lega! Description: Lot: Block: C Subdivision: PINdS DEL I��RTE Parcel Number: �1�1-081-1000-1 Comments: Withdrawn by Applicant BOARD/STAFF ACTION Motion By: Action: WITHDRWN Second By: Vote: Date of Approval: Conditions: Planner: Warren CampbelP DRB Fee Paid: $250.00 P�9�nr�r �x�erior A��era�ions � ' App�ica��vn �or Design Reviee►v M �'� 1.� �Y IA.� � } � ':� , �� ' � ` Department of Cammunity Developmer,t � �st �` 75 South Frontage Road, Vail, Colorado 81657 TO�{]1��}r {�,qT �� te1: 970,479.Z139 fax: 970.474.Z452 �V'lY U1 Vl1�L�' web: www.vailgov.com Genera! Information: Afl projects requiring design review must receive approval p�ior to submitting a buiiding permit application. Please refer to the submittal requirements fo� the particufar appraval that is requested. An application for Design Review cannok be a��epted until all requ�red inforn�ation is received t�y the Communiiy Development Department. The project may also need to be reviewed by the Town CounciF and/or the Planning and Er�uironmenkal Commission. Design re�iew approva� �apses undess a building permit is issued and construction commences within one year of the a,�proval. � ,,�/ , n Description of the Request: �� C�S��-"1 !�-'�✓�u(�� T�� ],�T�2t$1�tPrL-�C ��..�`E�2 ��i�� ►�! t�[Gr'tf�'�. �l"fH-�� Location af the Proposal: Lot: Block: Subdivision: Physical Address: r+�us �/�2 �b��.,(�1 L�1�1�1L �A'U�� 1�� Parcel No.: �'0 � O�1 � UO[�I (Contact Eagle Co. Assessor at 970-3�8-8640 for parcel no,) Zoning: �iame(s) af�Dwner(s): �ir-r'bS �l.'L- NTb�`'C� �U��tVI I ti11 U�1/l � Maifing Address: �-_� '�C�� '41(.. , �C1 _ � l � � Phone: �-{ 7(� ° z 7'�1�� Owner(s) Signature(s): �-�- �-�'�-�-�� Name of Applicant: �t�f'-�7 �.��-�'�� l�) • Mailing Address: �- �. ��' �✓�1 I ��J��L � � � �h� Pho�e: ��-1 �-i�t E-mai! Address: �4L C� ��]f�0 �CG'`'(Fax: �S`�� 1 � � �. 7ype af Review and Fee; ❑ Signs $5D PIuS $1.00 per square foot af total sign area. ❑ Conceptual i2eview No Fee ❑ New Construction $650 For construction of a new building or demoJrebuifd, ❑ Addit�on �30� For an addition where square fooCage is added ko any residQntial or commercial builcfing (includes 250 add'ations &interios cor�versions). � Minor Alteration $250 For minor changes to buildings and site �mprovernents, such as, (multi-family/corrzrnercial) reroofing, painting, window addition5, landscaping, fences and retaining wafls, etc. C Minor Alteration $2p For minor changes to buildings and site improvements, such as, (single-f�mily/duplex) reraofing, painting, window additions, landseaping, fences and reta�ning walls, etc. ❑ Changes to Approved Plans $20 For revisions to plans already approved by Planning 5taff or the Design R�:view Board. ❑ Separatipn Request No Fee, REC'� �IAR � ��; ?�� For Office U O .�1 �� ..�'." � ':. ' Fee Paid: �d-�. C �ck No.:�i�`K'� By: Nleeting Dat2: -�"C�� DRB No.: Plann2r: _ Projeck No.: �'�O ",_(,�� Paga i af 12/04/2�3/04 _ � . � II �I i r � r_• . '� ��' �� I I • �3 ti C t ��,�Y!�. '' .�,•! �x" ' � . ♦ •• , . l , �� 1' �+ � .l�. . �..�• . � . 5 1��. ; ` RaM : PINflS DEL NORTE PHDNE N0. : 3704767612 Mar. 30 2005 09:52RM P� Memo Thls daCUrn*nt eanrains tim�sensitive infOrmat�on.Piease read immec�i�.u*ly and resportd as specified. � � � � `�'o; Town of Vail , � .Fror�e.. Don and Ka�► Larson . .. _ .. , ..,., ,. � . .. � batelTi",e: 03l29105 � �0:53pm � Subjec� Perm�t to replace sewer line and remove trees as � necessar�r. RE: Nedbv Construcfian � While all care wi�l be raken to remove as few trees as passible, The Pireos Del Norte Condominium Associatior� approves tfie remova! of any L-rees netessar�to repEace tf�e brolcen sewer linesfdrains on the North l�vm of our�uildi�g. Const�uction planned for April, 2005. Kay Larsan �. � Mana.�ger, Pinos De[ Norbe Condominium Associatia� For. Xa�ier Olazabal, President �tnd Bob l.ees, Vi�e Pres�dent P O 8ox b9 600 Vail Valley Dr Bldg"C" g1658 970-47�?747 970-476-76l2 Fax pdnvail@vaiLne't *�********************************�*****************�*********#*��**************�*�*******�� TOWN OF VAIL, C�LQRADO Statement **************************�*�**w*�:**��*************��*********�***************************** Statement Number: R0500003I2 Amount: $250.40 �4/01/240509:34 AM Payment Method: Check Init: LC Notation: #�27747/Nedk�o Construction ----------------------------------------------------------------------------- Permit No: DRB050124 Type: DRB-Minor A1t,Comm/Multi Parc�l No: 21p1081].0001 Site Address: 600 VAIL VALLEX DR VAIL Location: Pinos del Nortie Condas TOt�l Fees: $250.00 This Payment: $250.00 Total ALL Pmts: $250.00 Salance: $0.00 **�a�***�**��*****+***�*************************�******�**��a�*****�*�**�t�******��**�*****� ACCOUNT ITEM LIST: � Account Code Description Current Pmts -------------------- ------------------------------ ------------ DR 00100003112200 DESIGN REVIEW FEES 250.00 ------------------------------------------------------------------------------- 4 �o' ��.°a,°+`;s.��. .. .. s='a.; . .+k y1��''� a .� ��,�a k . 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T'OWN�F�AIL �'� " VAiL ��RE SPR��l�L�R PE�iMIT �P�LICATION �i prinkler sl�op drawings are required at time of permit submittal and � ;;. 75 5. Frontage Rd. must �nclude the fo!lowing. Perm�t application will nat be accepted ". Vaii, Calarado his i ation: �: , da gistered e m� or . . . evel III (min) a m ,-:> �_., : �. - . , quip e heets ma ials. 1r�� '{�1'= .�� ydr lic calc #�s � �}' , . �t f Col da P! ' Re atio `or � ``�'�` �'� : ' . la m submitt e ' red e Pro ction Cuntractor. � �-;--�_. Gontact Ea !e Coun Assessors Office at 97p-328�-86�0 or visit www,eaqle-�qunt .cnm for Parce/# _. �_ ,,- -- - - - �I Parcel #;'tRequired if r�o bldg. Permit # is provicled above) � _�--__ : __ �. --- __ _ _ _ I Job�at�: )ob Address: - - � f ��C.:�`��.. �� '-- F ,� _ ��; - �� ,� �egal Elescr�ption _ Lot: Block: Filing: � Subdivision: � � s � Addr�ss: , Qwners Name: - _ _. _ - -- . Phcane: I , I g ' ,. � Ac�dr�� :• �� - Phone• � En ine�r � - - �-� : ,. .c, r �_ t , ��•� �t � .� I � ' I�etailed Locatior� o�J ork: (i.e,, floor, unit #, bldg. #) � �; � a= i [�e�ailed description of�work: - - �_ . ,�-- � . , � ��. � , �. � \( ��__ � � ��1� � � '� , '� ; � — - Work Class New ( Additia�n ( } Remodel { j Repair ( )'`�Retro-fit ( ) Other { ) � - — - _...�... � r Type of 81dg.: Sing e-famiiy ( ) Two-family ( ) M!�Iti-farnily( ) Commercia� ( ) Restaurant { ) Other ( ) I I I �: � No, of Existing Dwelling Un�ts in this building: No. of Accornmodation Units in th�s building: � ' I ' � Does a �ire A►arm �Exist: Yes ` No O Do�s a Fir� Sprin�Cfer Systeil� Ex�st: Yes ( �) No ( � ` �_ _ - -- _� I COMPLETE VALUATIQNS FOR ALARM PERMIT �(Labor & M�terials) �., ,� � , �; Fire Sprinkler. $G=��'1 ;; � �.. � � ,�'' �, Ct7N°�'RACTOI� iNFC1RA�'IAT10N ' ;' Fire Sprinkler Contractor:� Town of Vail �teg. No,: Contact and _hane #'s: �. ��- - . ' �- `--- ' - - - . � -_ _ e . _ . - �,. , , � , �, •- ti �� '� ._ z� � ... . ` -� � f, `- . , I / "`; . '1 � Contractor Signature; ' . . � - ; � � �. .- 1 . , �:�:_�.. 1 __ � �� _ _ _ ;. �-- - - r , �:1:�......:.......�*xx�:r:��.r x�T.�:��xrx��;....�:�..,;�:FOR OFFICE USE ONLY.-:=:�.., r.�r _ `•a �>:::=fLxx:�r-.:�lk;;;;x: . .............��;��f — » , _ � _ ; . Other Fe� I Date Received: ,; .. � � - -- .._ � . _ �. Public Wa Pecm�t Fee: I Acce ted S : ` � �4 r� �(�4 v . +:: .,' � . . �, . ' — _ _--- _. i�_T_��__]/ �. , . � Occupancy Group. ': t"` �` �, _m_. �. _ �_�� . _ , • .. ��,,, _ � � : ��rt,.c�.,�-S�� -� � F�,'everyone/forms/sprkperm f � � , , , . . . , . , . , , ,.. ,. , ,.; . . . . . , ., . .,, . <:- ,., . . ,,. . , . . .. • � I 1 � � � . � .�' � �� .� �� .. . � ., .� � �� ._; '�' � � w, , ,,., � � ��. �, "�'�Mlw�u. .� �� `., � �, , � `�, , , � r � ��.r � '.UKYWAM>. �9PY:. q.+ I � STATE OF C�L�RADO , DIVISION�F FII�E SAFETY .� PLAN REGISTR,4TI0�T FORM � t �� Date Contractor Registration Number ' (� \ � J Corrtractors Namel--'t��t'='ti` ��_� Maili g Address �� Ci -t> t :te Zip Code Telephonc Nc�. � - Emergenc�Na. �,(�,�!c�r_�� , --S�a�- Name of;Pro'ect � a� � ��,�� s� � `�n ��. Project Adciress �� ''� � ' -� : , ,.. Ci#y . State _Zi ` Cc�c'�e_ I �, ,Deserigtion ;L� akion of W�rk ta be coz�p `fed f �� _ _ � ;. : Name and Address o€ 'e e Con a or: ' ` ' ` , �. . ,. . � � -.. >,F - � � f .: ,_ . . � • '': � � . -;- ��--� �' ^, ` � :� � � � � .;�„ y Name and Address of Qwner � :: � I � f , I Plan reviewed by "� � [?ate�� (SigoalUrel License/Ce�-t. No._ � �` /� �� _(N10ET ar P.E.y' ' I i 9 � C"; �� I .. ,� ,�� , ,:. Plan re��c�ved by ��' J� , l. �.. �. --_. ;. Y7ake�`� �- � � �� QSi��;nature-) � � �� rtificatian 1Vo. _� � �� (Certified l�iee Suppretision �nS�iectur) I Inspectic�n Ca�nducfed by: _L7�te E�tgnuture) Certification Na fCertifie�i C'ire 5uppressi�n In�pectpr} Syst�m Test Date' _ ,, Approved/Qisapproved Signature _ � .._: : Certifi�ation No. (Certitied Fire Suppecssi�n Inspector) Jurisdiction Comments �� =�' ' G 4�'�� {for additional comments use separa#e sheet) �istribution:Original copy goes to Division of Fire Safety upon total completion of form.Copy to lacal£ixe department. Copy to contractor and capy t�building owner upc�n completion and si�n-off. I � � � � � � ALL- TATE FIRE PROTECTION, INC. � 6045 E. 76T'� AVE. #12, Commerce Citv, CO SOO22 Phane (3U3) 28$-3901 * Fax (303) 28$-1936 � � ' �IRE SPRINKLER � EQUIPTMENT SUBMITTAL I AND I HYDRAULIC CALC ULATIONS � ' FOR � PIN4S DEL NORTE � ' Vail, CO � � � , • � .. ' �i �„ �' � ,�" . �, :,,. '� •� F .. �Fi . � .., ��S� . t ,:y,� !A!! 's-� '+i,;.v•�;. '-,`�,� :.w �•,. �. � �' ' '�� ..*►w.,� � -'e4iyT'� i.�.;��' �. � � �� ''4, 1 ' t I I 1 II � 1 ' ' 1 1 � ' � ' 1 ' � # • ' I-Iydraulic Calcul�tions � P�-oject Information ' 1'roject Name: Pinos T)el Narte l�ate 5/2/�; Adclress: 600 Vail Valley Road Fi]e # 8345-4 ' Vail, CQ Iridex ]01 Calculati�� Area: Sixt}� F1oor -Pendcz�ts ' Design Criteria ' Occiipa�lcy Classiticatian: Residential Const�-�tction ❑ Cornbustihlc � NOIl COi71�3LISt1�IC ' T)ensity: .l� �tn/sq. ft. ' Areaof0 eration: �'r'��ST^ �' 4 heads <,?�, ��'j'�`� .^, Area ��er Sprinkler: 1 g0 sq. ft. ra�ax. _ ` � ,� ., �� : 1 �� ;��•/�v • � /.�'- A � = c:� �,, .:� `_'� Nun�t��r of S�rinklers Calculatcd: 4 heads ��,'°�;•o' .�,"��_;� � .; ,>o � ,. t �`J 1� Hose Allowance Kack S�,rinkl�r Atlowance � �� 0 ��rn inside �} �E�jl� � ' 1�0 gpin outside Waier S�i}3ply Spri�zklers ' Static 175 psi Make: Tyco LFII Concealed Rcsidual 100 psi S ize: 7/1 G" K=4.20 Flow 1067 gpti� Ten�p: 160° ' Calculation Sunlmary ' Total Spri��kler Water Flow: 74.�1 m g� � F�ow & Pressure: (at base of riscr): 74.� gpm �L, 156.(� ps� (at street coiulection): 174.4 gpn� (c� 15G.(7 psi ' Notes: 1 ' • � , ' � , , ' ' � � ' , , � , ' � 1 ' � , , , � SPRIN�R SYST$M HYDRAU�IC ANALYSI� Aaqe 1 DATE: 5/5/20d3 C: �HASS74\HASS DATA\8345-4 . SDF JOB TITLE: Sixth Floor - Pendents ' WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTA� REQ'D � NODE PRESS . PRESS . � PRESS . @ DEMAND PRESS . TAG (pST) (P5T) (GPM) (PSI) (GPM) (PSI) ' S 175 . d 1D0 . 0 1067 . 0 172 . 4 174 .4 156. 0 AGGREGATE FLQW ANALYSIS: ' ' TOTAL FLOW AT SOURCE 174 . 4 GPM � TOTAL HOSE STREAM ALLOWANCE AT SQURCE 100 . 0 GPM OTHER HOSE STREAM ALZOWANCES O . Q GPM TQTAL DISCHARGE FROM ACTIVE SPRINKLEI2S 74 . 4 GPM INODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE � �FT} (PSI} (GPM) 1 86 . 5 K� 4 . 20 18 . 7 18 . 2 ' 2 89 . 5 K� 4 . 13 19 . 0 1$ . 0 � $�. 5 K= 4 . 20 20 . 8 19 . 2 4 89 . 5 K= 4 . 13 21 . 3 J.9 . 1 5 92 . 5 - - - - 23 . 3 _ _ _ 6 92 . 5 32 . 2 7 72 . 0 - - - - 63 .4 - - - 8 72 . 0 - - -- - 72 . 2 - - - , 9 72 . 0 83 .4 �fl 88 . 3 - - - - 83 . 8 - - - 11 87 . 7 - - - - 64 . 1 - - - 12 72 . 4 - 90 . 9 '13 72 . 0 - - - - 90 . 9 - - - Z4 92 . 2 - - - - $2 . 1 - - - 15 92 . 2 - - - - 82 . 1 - - - �� 72 . 0 90 . 9 ].7 88 . 3 - - - - 83 . 8 - - - 16 88 . 3 - - - - 83 . 8 - - - '19 72 . 0 9Q . 9 �� 92 . 2 - - - - 82 . 1 - - - �1 92 . 2 - - - - 82 . 1 - - - 22 72 . 0 - - - - 90 .9 - - - 23 72 . 0 90 . 9 2� 72 . a - - - - 90 . 9 -- - - 25 72 . 0 - - - - 9Q . 9 - - - 6 72 . 0 - - - - 90 . 9 - - - � 72 . 0 - - - - 90 . 9 - - - S 72 . 0 - - - - 90 . 9 - - - �9 72 . 0 _ � _ _ 90 . 9 _ - - � 72 . 0 90 . 9 1 72 . 0 - - - - 94 . 9 - - _ 32 72 . 0 - - - - 94 . 9 - - - �� 72 . 0 _ _ � _ 95 . 3 - - - 4 60 . 0 101 . 2 35 46 . 0 - - - - 107 . 1 - - - ' • � ' , � , , , , � , � ' ' ' ' , ' li , ' , ' ' 1 SPRI ER BYSTEM HYDRAULIC ANALYSI� page 2 DATE: 5/5/2003 � C: \HASS74\HASS DATA\8345-4 . SDF JOB TITL�: Sixth Floor - Pendents ' N�DE ANALYSTS DA�A NODE �AG ELEVATION NODE TYpE PRESSURE DISCHARG� 4F�) {PSI) (GPM) ' 36 36 . 0 - - - - 112 .9 - _ _ 37 24 . 0 _ _ � _ 118 . 8 - - - 38 12 . 0 - - - - 124 . $ - - - ' 39 12 . 0 = - - - 126 . 8 - - - 40 12 . 0 _ _ _ �27 . 2 - - � 41 12 . 0 - - - - �27 . 6 - - _ , 42 12 . 0 _ _ _ _ 128 . 2 = = ` 43 0 . 0 134 , 2 44 0 . 0 - - - - 148 . 2 - - - ' �5 0 . 0 - - - - 148 . 9 _ � _ 46 0 . 0 148 , 9 47 0 . 0 - - - - 149 . 0 - - _ 48 0 . 0 - - , - 156 . 0 - - - ' 49 0 . 0 - - � - 156 . 0 - - - S 0 - 0 SOURCE 156 . 0 74 ,4 1 ' i 1 1 i � 1 1 i � 1 1 i � � r � � � � � �� r ' SPRI�R SYSTEM HYDRAULIC ANALYSI� Page 3 DATE: 5/5/2003 C : \HASS74\HASS DATA\8345-4 .SDF � JOB TITLE: Six�h Floor - Pendents ' PIPE DATA I PIFE TAG Q(GPM� DIA(IN) �ENGTH PRESS. ' END ELEV. NOZ. PT DISC. VEL (FPS) HW(C} (FT) SUM. , NODES (FT) (K) (PSI) (GPM) FL/�T (FSI) Pipe : 1 -18 . 2 1 . 055 PL 10 . 83 PF 1 . 6 � ' 1 85 . 5 4 .2 18 . 7 18 . 2 6 . 7 150 FTG 3ER PE -1 . 3 � 2 89 . 5 4 . 1 19 . 0 I8 . 0 0 . 070 TL 22 . 83 pV I ' Pzpe : 2 -3& . 2 i . 055 FL 16 .42 PF 5 . 6 I 2 89. 5 4 . � �9 . 0 18 . � Z3 . 3 15Q FTG ER PE -1 . 3 5 92 . 5 0 , 0 23 .3 D . 0 0 . 250 TL 22 . 42 PV I ' Pipe : 3 -19 . 2 1 . 055 PL 10 . 83 PF 1 . 8 I 3 86 . 5 4 . 2 20 . $ 19 . 2 7 . 0 150 FTG 3ER p� -1 ,3 I 4 89 . 5 4 . 1 21 . 3 19 . 1 0 . 477 TL 22 . 83 pV I ' Pipe : 4 -38 . 2 1 . 055 P� 4 . 42 P� 3 . 3 li 4 89 . 5 4 . 1 2Z . 3 Z9 . 1 14 . 0 150 FTG T F� -1 . 3 ' 5 92 . 5 0. 0 23 . 3 6 . 0 0 . 278 TL 11 . 92 PV I Pipe: 5 -74 .4 1 . 055 PL 1 . 83 PF 8 . g I' � 5 92 . 5 0 . 0 23 . 3 0 . 0 27 . 3 150 FTG T PE 0 . 0 6 52 . 5 Q . Q 32 . 2 0 . 0 0 . 952 TL 9 . 33 PV II Fipe : 6 -74 . � I . 055 PL 20 . 50 PF 22 .4 I , 6 52 . 5 0 . 0 32 . 2 0 . 0 27 . 3 150 FTG E PE 8 , g � 72 . 0 0 . 0 &3 .4 0 . 0 0 . 952 TL 23 . 50 pV I I Pipe : 7 -74 .4 1 . 055 PL 1 . 75 P� g . g , � 72 . 0 0 . 0 63 .4 Q . 0 27 . 3 150 FTG T P� 0 , 0 II 8 72 . 0 0 , 0 72 . 2 0 . 0 0 . 952 TL 9 . 25 PV I Pipe : 8 -74 . 4 1 . 055 PL 4 . 25 PF 11 , 2 � 8 72 . 0 D , 0 72 .2 0 . 0 27 . 3 I50 FTG T PE 0 , 0 9 72 . 0 0 . 0 83 .4 0 . 0 Q . 952 TL 11 . 75 PV II , Pip2 : 9 -7� .4 1 .291 PL 9 . Q0 PF 7 . 5 I 9 72 , 0 0 , 0 83 .4 0 . 0 18 . 2 150 FTG TR PE 0 . 0 I ' 30 72 , D 0 . 0 90 . 9 0 . 0 0 . 356 TL 21 . 00 PV II Pipe : 10 0 . 0 1 . 055 PL 1 . 17 PF 0 . 0 I 10 B$ . 3 0 . 0 83 . 8 0 . 0 0 . 0 150 FTG ET PE 0 , 3 � 1Z 87 . 7 0 . 0 84 . � 0 . 0 0. 000 TL 11 . 67 PV II Pipe: 11 0 . 0 1 . 055 PL 15 . 67 PF 0 . 0 I � 11 87 , 7 0 . 0 84 . 1 0 . 0 0 . 0 150 FTG E PE 6 . 8 1Z 72 . 0 6 . 0 90 . 9 0 . 0 0 . 000 TL 18 . 67 PV � Pipe : 12 0 . 0 Z . 055 PL 4 . 58 PF 0 . 0 �12 72 . 0 0 . 0 90 . 9 0 . 0 0 . 0 I50 FTG T PE 0 . 0 13 72 . 0 0 . 0 9Q . 9 0 . 0 0 . 000 TL 12 . 08 PV Pipe : 13 0 . 0 1 . 055 PL 10 . 33 PF 0 . 0 13 72 . 0 0 . 0 90 . 9 0 . 0 0 . 0 750 FTG 4R PE 0 . 0 24 72 . 0 D . 0 90 . 9 O . Q 0 . 000 TL 22 . 33 PV , � � ' ' , ' ' � , � � � � � , � ' , i 1 1 1 1 � SPRI�ER SYSTEM H�DRAULIC ANALYS3� ��g� 4 DP.TF : 5/5f24�? C: \HASS74\HASS DATA\8345-4 . SD� JOB TITLE : Sixth Floor - Pendents � �zp� �� Q (GFM) DIA(IN) LENGTH PRESS . �ND ET�V. N�Z . PT DISC. VEL (FPS) HW (C} (FT) SUM. I NOUES (FT) (K) {p5I) (GPM) FL/FT (PSI) � ' Pipe : 14 0 . 0 1 . 055 PL 0 . 33 PF 0 . 0 14 92 . 2 � . 0 82 . 1 0 . 0 0 . 0 150 FTG T PE p . p � 75 92 . 2 0 . 0 82 . 1 0 . 0 d . QOD TL 7 . 83 PV Pipe : 15 0 . 0 1 . fl55 PL 20 . 17 PF 0 . 0 1 � 92 . 2 0 . 0 82 . 1 0 . 0 0 . 0 150 FTG E pE g g � 1G 72 • 0 Q . � 90 . 9 0 . � 0 . 000 TL 23 . �7 PV Pipe : 16 0 . 0 1 . 055 PL 4 . 17 PF 0 . 0 ' 1-� 72 . � 0 . 0 90 . 9 0 . 0 0 . 0 150 FTG ET PE 0 . 0 �' 72 . 0 0 . 0 90 . 9 0 . � 0 . 000 mL 14 . 67 pV ' P�� = 17 0 . 0 � . 055 PL 6 . 67 PF' 0 . 0 17 88 . 3 0 . 0 83 . 8 0 . 0 d . 0 150 FTG 2E PE 0 . 0 18 88 . 3 O . Q 83 . 8 0 . � 0 . 000 TL 12 . 67 PV � Pipe: 1$ 0 . 0 1 . 055 pL 16 . 33 PF 0 , 0 78 88 . 3 0 . 0 83 . 8 0 . 0 0 . 0 150 FTG E PE 7 . 1 7 `j 72 . 0 0 . 0 9b . 9 0 . � 0 . �00 TL 19 . 33 PV ' Pipe : X9 O . Q 1 . 055 PL 8 . 42 PF 0 . 0 lti 7z . 0 0 . 0 90 . 9 0 . 0 0 . 0 150 FTG E2R PE 0 . 0 �� 72 . 0 0 . 0 90 . 9 O . p O . 00Q TL 17 . 42 PV � Pipe : 20 0 . 0 1 . 055 PL 0 . 83 PF Q . p 20 92 . 2 0 . 0 82 . 1 0 . 0 O . Q 150 FTG 2E PE 0 . 0 ' �� 9ti . � 0 . 0 8� . 1 O . Q 0 . 000 TL 6 . 83 PV �ipe : 21 0 . 0 1 . Q55 �L 2Q . 17 PF U . 0 � �l 92 . 2 0 . 0 82 , 1 0 . 0 0 . 0 150 FTG T P� B . 8 ?� 72 . 0 0 . 0 90 . 9 p , � 0 . 000 TL 27 . 67 PV Aipe : 22 0 . � 1 . 291 PL 14 . 58 PF 0 . 0 ?� 72 . 0 O . p 90 . 9 0 . 0 0 . 0 15d FTG 2E2R PE 0 . 0 z� 72 . 0 0 . 0 90 . 9 0 . 0 O . 00Q TL 29 . �8 PV Pipe : 23 0 . 0 1 . 291 PL 3 . 92 PF' 0 . 0 � �3 72 . 0 0 . 0 90 . 9 O . Q 0 . 0 150 FTG T PE 0 . 0 �� 72 . 0 O . Q 90 . 9 0 . 0 0 . 000 TL 12 . 92 PV Pipe : 24 0 . � 1 . 291 PL 6 . 17 PF 0 . 0 �`� �2 . 0 0 . 0 9a . 9 0 . 4 0 . 0 150 FTG T PE 0 . 0 � '' 7? - Q 0 . 0 90 . 9 0 . 0 0 . 000 TL 15 . 17 PV Pipe : 25 0 . 0 1 . 291 PL 16 . 00 PF 0 . 0 2� 72 . D 0 . 0 90 . 9 0 . 0 0 . 0 150 FTG R PE 0 . 0 '�� 72 . 0 0 . 0 90 . 9 0 . 0 0 . 000 TL 1g . �0 PV Pipe : 26 4 . 0 1 . 527 PL 10 . 33 PF 0 . 0 2� 72 . 0 0 . 0 90 . 9 0 . 0 0 . 0 150 FTG R PE 0 . 0 �� 72 . 0 0 . 0 9U . 9 0 . 0 0 . 000 TL ].4 . �3 PV ' • � ' , ' � � ' ' ' ' , , ' ' ' ' , I , I , , 1 ' SPRI�R SYSTEM HYBRAUL�C ANALY�I� Page � bnT� : �/5/20Q3 C : \HA5574\HA55 �A'I'A\8345�4 . SDF �OB TITLE : Sixth Floor - Pendents ' PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS . END ELEV. NOZ . PT DISC. VEL (FPS) HW (C) (FT} SUM. NODES (F't) (K) (P5I) (GPM) FL/FT (pg2} ' Pipe : 2"7 0 . 0 1 . 527 PL 5 . 67 pF p . 0 27 72 . 0 D . 0 40 . 9 0 . 0 0 . 0 150 FTG R PE 0 . � 2R 72 . 0 0 . 0 90 . 9 p . p 0 . 00� TL 10 . 17 PV ' P��: : ?g 6 . 0 1 . 527 PL 16 . 00 PF 0 . 0 2� 72 . 6 p . p 90 . 9 0 . 0 0 . 0 150 �TG R P� 0 . 0 � �� 7?. . 0 0 . 0 90 . 9 0 . 0 O . b00 TL 2D . 50 PV P1pE ' 29 O . a 1 . 5�7 PL 1 . 92 PF 0 . 0 ' �9 72 . 0 p . 0 90 . 9 0 . 0 b . Q 150 FTG R P� 0 . 0 30 72 . 6 0 . 0 90 . 9 0 . 0 O . fl00 TL h . 42 PV I ��p� � �� -74 . 4 1 . 527 PL 13 . 25 PF 4 . 0 I ' �Q 72 • � 0 . 0 �0 . 9 0 . 0 13 . d 150 FTG T PE 0 . 0 '? 72 . 0 0 . 0 94 . 9 0 . 0 0 . 157 TL 25 . 25 PV i ' Pipe : 31 0 . 0 1 . 055 PL 0 . 83 PF 0 . 0 31 �2 • � O . b 94 . 9 0 . 0 0 . 0 150 FTG T pg p . p �Z 72 • 0 � . 0 94 . 9 Q . 0 0 . 000 TL 8 . 33 PV , Pipe : 32 -74 . � 2 . 009 PL 3 . 67 PF D . 4 '? 72 . 0 b . Q 94 . 9 O . 0 7 . � 150 FTG E PE 0 . � �� 72 . 0 0 . 0 95 . 3 0 . 0 0 . 041 TL 10 . �7 PV , �ipe : 33 -74 .4 2 . 009 PL 12 . 0� PF 0 . 7 3� 72 . 0 0 . 0 95 . 3 0 . 0 7 . 5 Z50 FTG R PE 5 . 2 I ' 3� 60 . 0 0 . 0 101 . 2 0 . 0 0 . 04I TL 16 . 50 PV �ipe : 34 -74 .4 2 . OD9 PL 12 . 00 PF 0 . 7 � �'� 60 . 0 0 . 0 101 . 2 O . b 7 . 5 150 FTG R PE 5 . 2 3� �� . 0 � . 0 1�7 . 1 0 . 0 0 . 041 TL 16 . 50 PV ' Pipe : 35 -74 . 4 2 . 009 PL 12 . p0 PF � . 7 ' �5 48 . 0 0 . 0 1p7 . 1 0 . 0 7 . 5 150 FTG R PE 5 . 2 '� �6 . 0 0 . 0 112 . 9 0 . 0 0 . 041 TL 16 . 50 PV Pipe � 36 -74 . 4 2 . p09 PL 12 . 00 PF d . 7 ` ��-� 36 . 0 0 . 0 112 . 4 0 . 0 7 . 5 �50 FTG R PE 5 . 2 �� 24 . Q 0 . 0 118 . 8 0 . 0 0 . 041 TL 16 . 5Q PV Pipe : 37 -74 . � 2 . b09 PL 12 . Od PF 0 . 8 ' � % 24 . 0 0 . 0 118 . 8 0 . 0 7 . 5 150 FTG E PE 5 . 2 '� �2 . 0 0 . 0 124 . 8 0 . 0 0 . 041 TL 19 . 00 PV ' Pip� : 38 -74 . 4 2 . 635 FL 104 . 25 PF 2 . 0 �S 12 . 0 0 . 0 Z24 . 8 O . p 4 . 4 120 FTG ELG F� 0 . 0 ' 3� 12 . 0 0 . 0 126 . 8 0 . � 0 . 0�7 TL 119 . 35 PV Pipe : 39 -74 . 4 2 . 635 Q� 9 . 17 PF 0 . 5 35 �� . Q 0 . 0 126 . 8 0 . 0 4 .4 I20 FTG TG PE 0 . 0 ,4� 12 . 0 0 . 0 127 . 2 0 . � 0 . 017 TL 27 . 02 PV 1 • i 1 1 i 1 1 i ; 1 1 1 ii 1 1 , 1 � 1 1 i � 1 i 1 1 ' SPRI�R SXST�M HY�R�ULIC ANALYSI,� Page 6 DATE : 5/�/20U3 C : \HASS74\HASS D�mA\8345-4 . SDF JOB 'i'TTLE : Sixth F1oor - Pendents ' PIPE TAG Q {GF'M) DIA G iN) LENG'I'H PRESS . END ELEV. N�Z . PT DISC . VEL (F�S) HW (C) (FT) SUM. Np1�F'c (FT) {K) (PSIa (GPM� FL/�"T (PSI) ' Pa.pr : 40 -74 . 4 2 . 635 PL 4 . 42 PF 0 . 3 �16 12 . 0 0 . 0 127 . 2 0 . 0 4 . 4 12Q FTG T PE 0 . 0 � -11 12 . � 0 . 0 127 . 6 0 . 0 0 . 017 TL 20 . 89 PV Pipe : 41 -74 . 4 2 . 635 PL 22 . 00 P�' 0 . 6 ]1 12 . 0 0 . 0 127 . 6 0 . 0 4 . 4 120 FTG 2E PE 0 . 0 , 42 12 . 0 0 . 0 128 . 2 O . p 0 . 017 TL 3t3 . 47 PV Pipe : 42 -74 . 4 2 . 635 PL 23 . 04 PF 0 . 8 , 42 12 . 0 O . 0 128 . 2 0 . 0 4 . 4 120 FTG 3E PE 5 . 2 43 0 . 0 0 . 6 134 . 2 0 . 0 0 . 017 TL 47 . 71 PV Pipe : 43 FIXED PRESSURE LOSS DEVICE ' � � 0 . 0 0 . 0 148 . 2 0 . 0 14 . Q psi , 74 . 4 gpm 43 0 . 0 0 . 0 134 . 2 0 . 0 Pipe : 44 -74 . 4 2 . 635 PL 10 . 00 PF 0 . 7 ' 44 0 . 0 4 . 0 148 . 2 0 . 0 4 . 4 120 FTG 2ET PE O . Q �5 0 . 0 0 . 0 148 . 9 0 . 4 0 . 017 TL 42 . 95 PV ' Pipe : 45 -74 . 4 4 . 026 PL 2q00 �F 0 . 0 �1� 0 . 0 0 . 0 �48 . 9 � . 0 1 . 9 120 FTG PE 0 . 0 �1G 0 . 0 O . p 148 . � � . 0 0 . 002 TL 2 . 00 PV ' �'ipc : 4G -74 . 4 6 . 065 PL 11 . 00 PF 0 . 0 �F 0 . 0 0 . 4 14$ . 9 O . D 0 . 8 120 FTG 4EG PE 0 . 0 �7 0 . 0 0 . 0 149 . 0 0 . 0 0 . 000 TL 70 . 06 PV ' Pipe : 47 FIXED PRESSURE LOSS DEVICE �� 0 . 0 O . Q 156 . p 0 . 0 7 . 0 psi , 74 . 4 c�J.pm �7 0 . 0 0 . 0 149 . 0 0 . 0 � Pip� : 48 -74 . 4 6 . 065 PL 2 . OD PF 0 . 0 �� 0 . 0 0 . 0 156 . 0 0 . 0 6 . 8 120 FTG EC PE 0 . 0 =�4 0 . 0 0 . (� 156 . 0 0 . 0 0 . 000 TL 48 . 00 PV i �ipe : 49 -74 . 4 6 . 400 PL 7a . 00 PF 0 . 0 49 0 . 0 4 . 0 156 . 0 0 . 0 0 . '1 140 FTG -- - - PE Q . � � S 0 . 0 SRCE 156 . 0 (N/P) 0 . 0�0 TL 138 . 00 PV ' IVOTES : (1 ) Calculations were perfnrmed i�y the HASS 7 . 4 computer program �_inder Zicense no . 16070888 granted by � HRS Systems, Inc . 4792 LaVista Road Tucl�,er, GA 30084 ' I 2. j The s�rstem has been calcu�ateel to provide an average imbalance at each node of 0 . 001 gpm and a maximum imF�aJ.ance at any node of 0 . 053 gpm. ' ;3j Total pressu�e at each node is u.sed in balancing the system. Maximum watez v�locity is 27 . 3 tt/sec at pipe 5 . ' • � ' , . ' ' ' ' , ' , , , 1 , i , , � , ' , � SPRI�R SYSTEM HXDRAULIC ANALYSI� p�ge � • DATE: 5/5/2Q03 C: �HASS74\HASS DATA\8345-4 . SDF JOB TITVE : Sixth Floor - Pendents ' (4) PIPE FITTINGS TpBLE ' Pipe Table Name: HOUSE. PIP � PAGE : * MATERIAL: 540 HWC: 120 Diameter Equivalent Fitting Lengths in Feet {in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv Ga�Vlv AlmChk ➢PVlv NPTee ' 2 . 635 8 . 24 16 .47 5 .49 19 . 22 9 . 61 1 . 37 13 . 73 13 . 73 16 . 47 6 . 065 14 . 00 30 . Op 9 . 00 32 . d0 1Q . 00 3 . 00 28 . 00 28 . 00 30 . 00 6 .460 18 . 19 38 . 9$ 11 . 69 41 . 58 12 . 99 3 . 90 36 . 38 36 . 38 38 . 98 � PAGE: A MATERIAL: Steel HWC: 120 Diameter Equiva�ent Fitting Lengths in Feet , (in� E T R L G A V C E11 Tee RunTee 45-Ell GateVa Ang1Va ChckVa Cping 4 . 026 Z0 . 00 20 . 00 5 . Oa 4 . 00 2 . 00 24 . 00 22 . 00 0 . 00 ' PAGE: E MATERIAL: Cppr-M HWC: 15Q Biameter Equivalent F�tting Lengths a.n Feet (in) E T R L G A V C ' E11 Tee RunT�e 45-Ell GateVa Ang1Va ChckVa Cping I . 055 3 . 00 7 . 50 3 . p0 1 . 50 1 . 50 18 . 00 7 . 50 0 . 50 1 . 291 4 . 50 9 . 00 3 . 0� 1 . 50 1 . 5D 23 . 00 11 . 00 1 . 00 1 . 527 6 . 00 12 . 00 4 . 50 3 . 00 1 . 50 �7 . 00 14 . 00 1 . 04 ' 2 . 009 7 . 00 15 . 00 4 . 50 3 . 00 1 . 50 36 . 00 17 . 00 1 . 00 � ' ' ' ' � 1 ' ' • � , ' , ' ' ' � ' � , ' , ' , � ' ' , � 1 � , SPRI R SYSTEM HYDRAULIC ANALXSI� Page 8 I DATE: 5/5/20Q3 � C: \HASS�4\HASS DATA\8345-4 . SDF JOB TITLE: Sixth Floor - Pendents ° I ' � I 0 N � � �l I O � I 1 � I O r-I • O d � ' � � -� � � I � � � � � � � I � � � u � � Q � � � � o W � � � ,� ° w �, � � � o � ,, a .� �•� � .� ,� C4 '� p, '-� N � t� � o ' � � r-r -�I o � -ri • � .� (� N � lfl � `� C� N ul � R� � � �, �-+ , H O � O � � � � h � a �4 � � N � , •• � a ,� � I � � [/� r.r� o R'' N I w ,-� Ea d ' � I I 0 , o I 0 � I , ° I 0 m I � o i 0 � ' a 0 a� � � N � O O p p � � Q . i � � o O Q o O O o � I � � N �l tp � � �C7 r.� ] C7 W � W E� W U] cq � RS Ctil `� GL m -�I -- ' I � � ' ' � � � ' ' , ' I ' � ' i ' i ' ' ' ' ' , ' ' � � � � Hydraulic C'alculati�ol�s � Project Infoi�i�ation � � P��oject Nai�ie: Pinos Del Norte llate 5/2/03 Address: Gfl0 Vait Valley Road l�ile # 8345-,5 � Vail, �"U [iiciex 101 Calculatian Area: S�xtl� FIaor - Side�valls� tDesi�t� Criteria � Occu�ancyC.'lassilication: Resid�;i3tial i Construction 0 CombustiUle � Non Coi��bustible I ' De�asity: .10 �pm/sy. ft. I � Area of Operation: 4 hcads _ I � "' ?� Area per S��riilkler: 240 sq. ft. a�13x. �`� � � /,.0 I ...�� ; ' - �^� '� �,�� NumUer of�Sprinklers Caiculated: 4 }7eads `, �, : �, I , y . I . . ;�, , , , !eo,G,; Hose Allowance Rack Sprinkler Allovva�zce ��-�,_•;��;�.�'` I 0 �pm i�ls�cle 0 < 171 �f)0 gpm c�uts i de �� //��l.5� � Watcr Sup�ly Sprinlclers ' Static p 7� psi Nlake: Viking VK442 Residual 1Q0 �si Size: 1/2" K—S.SU Flo�v ]0(�7 ��3m Temp: I55° ' Calculaliora Stiinmary ' Total S�f•i�zlcler Water Flow: 99,9 nl � tFl�w 8c Pressure: (�t hase of riser}: 99.9 �pm C, 144.6 psi (at street connection}: 199.9 gpi�1 � 144.7 psi ' Notes: � ' � � , � , , � � i ' I , ' � � , ' , ' I � i , ' 1 ' ' SPRI�R SYS�EM HYDRAULIC ANALYSI� Page 1 DATE: 5/5/2003 C: \HASS74\HASS DATA\8345-S . SDF sOB TITLE: Sixth Floor - Sidewalls ' WATER SUPP�Y AATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL R�Q'D ' NODE PRESS . PRESS . � PRESS . Q DEMAND PRESS . TAG (PSI) (PSI) (GPM) (PSZ) (GPM) (pSI) ' S 375 . 0 100 . 0 1067 . 0 171 . 6 199 . 9 144 . 7 AGGREGATE FLOW ANALYSZS : ' TOTAL FLOW AT SQURCE 1gg . g GpM ' TOTAL HOSE STREAM ALLOWANC� AT SOURCE 100 . 0 GPM OTHER HOSE STREAM ALLOWANCES 0 . 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 99 . 9 GPM , NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE ' lFT) (PSI) (GPM} 1 86 . 5 - - - - 63 . 9 - - - 2 89 . 5 62 . 5 t3 87 . 8 - - - - 63 . 3 - - - 4 89 . 5 - - - - 62 . 6 - - - 5 92 . 5 - - - - 61 . 3 - - - ' 6 92 . 5 - - - - 61 . 3 ` - - 7 72 . 0 70 . 2 S 72 . 0 - - - - 70 . 2 - - - ' 9 72 . 0 - - - - 70 . 2 10 8$ . 3 K= 5 . 50 19 . 0 `24 . 0 11 87 . 7 K= 5 . 50 20 . 7 25 . 0 12 72 . 0 - - - - 35 . 7 - - - 13 72 . 0 - -- - - 41 . 0 I4 92 . 2 I{= 5 . 50 20 . 3 25 . 2 15 92 . 2 I{= 5 . 50 21 . 9 25 . 8 16 72 . 0 - - - - 41 . 6 17 86 . 3 - - - - 41 . 5 - - - 18 88 . 3 - - - - �Z . 5 -� - - ' 19 72 . 0 - - - - 48 . 5 20 92 . 2 � - - - 39 . 8 - - - 21 92 . 2 - - - -- 39 . 8 - - - 22 72 . Q - - - - 48 . 5 - - - � 23 72 . 0 - - - - 48 . 5 - - - . 24 72 . 0 5a . 8 25 72 . 0 - - - - 60 . 1 - - - ' 26 72 . 0 - - - - 60 . 1 z� �a . o - - - - �0 . 1 _ _ _ 28 72 . 0 - - - - 62 . 9 - - - 29 72 . 0 - - - - �g .� '30 72 . 0 = - - - 70 . 2 - - - 31 72 . 0 - - - 77 . 0 - - - 32 72 . 0 - - - - 77 . 0 - - - '33 72 . d - - - - 77 . 8 - - - 34 60 . 0 84 . 2 35 48 . 0 - - - - 90 . 5 - - - ' ' SPRIN�R SYSTEM HYDRAULIC ANALYSI� Page 2 DATE: 5/5/2003 C: \HASS74\HASS DATA\$345-S.SDF �OB TITLE: Sixth Floor - Sidewalls ' NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE pISCHARGE {FT) (PSI) (GPM) , 36 36. 0 - - - - 96 . 9 - - - 37 24 . 0 - - - - 103 . 3 - - - , 38 12 . 0 ` - - LL 109 . 9 - - - 39 12 . 0 113 . 3 40 12 . 0 114 . 1 41 12 . 0 - - - - 1I4 . 7 - - - ' 42 I2 . d = LL = = 1Z5 . 8 ^ _ _ 43 d . 0 122 . 3 44 6 . 0 - - - - �36 . 3 - - - , 45 0 . 0 = i = = 13� . 6 l = _ 46 0 . 0 137 . 5 47 0 . 0 - - - - 137 . 6 - - - ' 48 0 . 0 = , _ = 1�� . 6 ' - - 49 Q . Q 144 . 6 S 0 . 0 SOURCE 144 . 7 99 . 9 1 1 , � , ' , ' ' , ' ' • • 1 1 1 i 1 1 1 1 ' 1 1 i 1 1 i ' i 1 1 1 1 ' SPRIIV�R 5Y5TEM HYDRAULTC ANALX$I� page 3 DATE: 5/5/2003 C: \HASS74\HASS DATA\$345-S.SDF JO$ TITLE : . Sixth Floor - Sidewalls ' PIPE DATA PIPE TAG Q (GPM) DIA(IN) L�NG�H PRESS . , END ELEV. NOZ. PT DTSC. VEL {FPS) HW {C} (FT) SUM. NODES (FT) (K) (PST) (GPM) FL/FT IPSI) � Pipe : 1 O . b 1 . 055 PL 10 . 83 PF 0 . 0 1 85 . 5 0 . 0 63 . 9 0 . 0 0 . 0 I50 FTG 3ER PE -1 . 3 2 89 . 5 0 . 0 62 . 6 0 . 0 � . 000 TL 22 . 83 PV , Pipe : 2 0 . 0 1 . 055 PL 16 .42 PF 0 . 0 2 89 . 5 0 . 0 62 . 6 0 . 0 0 . 0 150 FTG ER PE -1 .3 5 92 . 5 4 . 0 61 . 3 0 . 0 O . 00D TL 22 . 42 PV ' Pipe : 3 0 . 0 1 . 055 PL �2 .42 PF 0 . 0 3 87 . 8 0 . 0 63 . 3 0 . 0 0 . 0 150 FTG 3ER PE -0 . 7 4 89 . 5 0 . 0 62 . 6 0 . 0 0 . 000 TL 24 .42 PV ' Pipe : 4 O . Q 1 . 055 PL 4 ,42 PF p . 0 4 89 . 5 0 . 0 62 . 6 Q . D 0 . 0 150 FTG T PE -1 . 3 ' 5 92 . 5 Q . 0 61 . 3 0 . 0 0 . 000 TL 11 , 92 PV Pipe : 5 0 . 0 1 . 055 PL 1 , 83 PF 0 . 0 ' 5 92 . 5 � . Q 61 . 3 0 . 0 0 . 0 Z5� FTG T PE 4 . 0 6 92 . 5 Q . 0 6� . 3 0 . 0 0 . 000 TL 9 , 33 PV �ip� � 6 0 . 0 1 . 055 PL 20 , 50 PF 0 . 0 ' 6 92 . 5 0 . 0 61 . 3 0 . 0 0 . 0 1S0 FTG E PE 8 . 9 7 72 . 0 0 . 0 70 . 2 0 . 0 0 . 000 TL 23 . 50 PV i ' Pipe : 7 0 . 0 1 . 055 PL 1 . 75 PF 0 . 0 7 72 . 0 0 . 0 70 . 2 0 . 4 0 . 0 150 FTG T PE 0 . 0 8 72 . 0 O . Q 70 . 2 0 . 0 0 . 000 TL 9 . 25 PV ' Pipe : 8 0 . 0 1 . 055 PL 4 . 25 PF 0 . 0 8 72 . 0 0 . 0 70 . 2 0 . � O . D 150 FTG � PE 0 . 0 9 72 . 0 0 . 0 70 . 2 0 . 0 0 . 000 TL 11 . 75 PV ' Pipe : 9 0 . 0 1 . 291 PL 9 . OD PF 0 . 0 9 72 . 0 0 . 0 70 . 2 0 . � 0 . 0 150 FTG TR PE 0 . 0 � 30 72 . 0 0 . 0 70 . 2 0 . 0 O . OaO TL 21 . 00 PV Pipe: 10 -24 . 0 1 . 055 PL 1 . 17 PF 1 . 4 10 88 . 3 5 . 5 19 . 0 24 . 0 8 . 8 I50 FTG ET PE 0 . 3 ' 11 87 . 7 5 . 5 20 . 7 25 . 0 0 . 117 TL 11 . 67 PV Pipe: 11 -49 . 0 1 . 055 PL 15 . 67 PF 8 . 2 11 87 . 7 5 . 5 20 . 7 25 . q 18 . 0 150 FTG E PE 6 . 8 12 72 . 0 0 . 0 35 . 7 0 . 0 4 .440 TL 18 . 67 PV Pipe: 12 -49 . 0 1 . 055 PL 4 . 58 PF 5. 3 ' 12 72 . 0 0 . 0 35 . 7 0 . 0 18 . 0 150 FTG T PE 0 . 0 13 72 . 0 0 . 0 41 . 0 0 . 0 0 .440 TL Z2 . 08 PV Pipe: 13 -49 . 0 1 . 055 PL 10 . 33 PF 9 . 8 I3 72 . 0 0 . 0 41 . 0 0 . 0 18 . 0 150 FTG 4R PE 0 . 0 24 72 . 0 0 . 0 50 . 8 0 . 0 0 .440 TL 22 . 33 PV i � � ' ' ' ' ' I ' � ' � ' � ' I , ' ' ' i ' ' , ' ' , � SPRII�R SYSTEM HYDRAULIC ANALYSI� Page 4 DATE: 5/5/2003 C: \HASS74\HASS DATA\8345-S . SDF �OB TITLE : Sixth F�oor - Sidewalls � pIPE TAG Q (GPM) �IA(IN) LENGTH PRESS . END ELEV. NOZ . PT DISC. VEL (FPS) HW (C) (FT) SUM. NODES (FTj (Kj �PSI) tGPMj FL/FT (PSI} � ' Pipe : 14 -25 . 2 1 . 055 PL 0 . 33 PF 1 . p ' 1� 92 . 2 � . S 20 . 9 25 . 2 9. 2 150 FTG T PE 0 . 0 i ' 15 92 . 2 5 . 5 21 . 9 25 . 8 0 . 128 TL 7 . 83 PV I Pipe: 15 -50. 9 1 . 055 PL 20 . 17 PF 10 . 9 15 92 . 2 5 . 5 21 . 9 25 . 8 18 . 7 150 FTG E P� 8 . 8 I , 16 72 . 0 0 . 0 41 . 6 0 . 0 0 .472 TL 23 . 17 PV I Pipe : 16 -50 . 9 � . 055 PL 4 . 17 PF 6 . 9 I ' 15 72 . 0 0 . 0 41 . 6 0 . 0 �8 . 7 150 FTG ET PE 0 . 0 I 23 72 . 0 0 . 0 �8 . 5 0 . 0 0 . 472 TL 1� . 67 PV I Pipe : 17 Q . 0 1 . 055 FL 6 . 67 PF p . 0 � 17 88 . 3 0 . 0 4� . 5 0 . 0 0 . 0 �50 FTG 2E PE 0 . 0 I 18 88 . 3 0 . 0 41 . 5 0 . 0 0 . 000 TL 12 . 67 PV I ' Pipe : 1B 0 . 0 1 . 055 PL 16 . 33 PF p . 0 I 18 88 . 3 0 . 0 41 . 5 0 . 0 D . D 15Q FTG E PE 7 . 1 29 72 . 0 O . Q 48 . 5 0 . 0 O . 00Q TL 19 . 33 P� I I ' Pipe : 19 0 . 0 1 . 055 . PL 8 .42 PF 0 . 0 I 19 72 . 0 0 . 0 48 . 5 0 . 0 0. 4 150 FTG E2R PE 0 . 0 22 72 . 0 0 . 0 48 . 5 0 . 0 0 . 000 TL 17 .42 PV I IPipe: 20 0 . 0 1 . 055 PL 0 . 83 PF 0 _ 0 I 20 92 . 2 0 . 0 39 . 8 0 . 0 O . Q 150 FTG 2E PE 0 . 0 I ' 21 92 . 2 0 . 0 39 . 8 0 . 0 0 . 000 TL 6 . 83 PV I Pipe : 21 0 . 0 1 . 055 PL 20 . 17 PF 0 . 0 I 21 92 . 2 0 . 0 39 . 8 0 . 0 q . Q 250 FTG T FE 8 . 8 I ' 22 72 . 0 0 . 0 48 . 5 0 . 0 0 . 000 TL 27 . 67 PV Plpe: 22 O . Q 1 . 291 P� 14 . 58 PF O . d ' 22 72 . 0 0 . 0 48 . 5 0 . 0 0 . 0 150 FTG 2E2R PE 0 . 0 I 23 72 . 0 0 . 0 �8 . 5 0 . 0 O . b00 T� 29 . 58 PV I Pipe: 23 -50 . 9 1 . 291 PL 3 . 92 P� 2 . 3 ' 23 72 . 0 0 . 0 48 . 5 O . Q 12 . 5 150 FTG T PE 0 . 0 I 24 72 . 0 0 . 0 50 . 8 0 . 0 0 . 176 TL 12 . 92 PV Pipe: 24 -99 . 9 1 . 291 PL 6 . 17 PF 9 .3 � 24 72 . 0 0 . 0 50 . 8 0 . 0 24 . 5 150 FTG T PE 0 . 0 27 72 . 0 0 . 0 60 . 1 0 . 0 0 . 614 TL 15 . 17 PV � Pipe: 25 p . 0 1 . 291 PL 16 . 00 PF 0 . 0 25 72 . 0 0 . 0 60 . 1 0 , 0 0 . 0 �50 FTG R PE 0 . 0 ' 26 72 , Q 0 . 0 60 . 1 0 . 0 O . OQO TL 19 . 00 PV Pipe: 26 0 . 0 1 . 527 PL 10 . 33 PF 0 . 0 26 72 . 0 Q . 0 60 . 1 b . 0 0 . 0 150 FTG R PE 0 . 0 , 27 72 . 0 Q . 0 60 . 1 0 . 0 O . Q00 TL 14 . 83 PV 1 ' SPRII�R SYSTEM HYDRAUL�C ANALYSI� Page 5 DATE: 5/5/20Q3 C: \HASS74\HASS DATA\8345-S.SDF JOS TITLE: Sixth F1oar - Szdewa2ls , PIPE TAG Q(GPM) DIA{TN) LENGTH PRESS . END ELEV. NOZ. PT DISC. VEL (FPS) HW(C) (FT) SUM. NODES (FT} (K) (PST) (GPM) FL/FT (PSI? , Aipe: 27 -99 . g 1 . 527 PL 5 . 67 PF 2 . 8 27 72 . 0 0 . 0 60 . 1 0 . 0 17 . 5 150 FTG R PE 0 . 0 ' 28 72 . 0 0 . 0 62 . 9 0 . 0 0 . 271 TL 10 . 17 PV Pipe. 28 -99 . 9 1 . 527 PL Z6 . 0� PF 5 . 6 �8 72 . 0 0 . 0 62 . 9 0 . 0 17 . 5 150 FTG R PE 0 . 0 � 29 72 . 0 0 . 0 68 . 4 0 . 0 0 . 271 TL 20 . 50 PV Pipe: 29 -99 . 9 1 . 527 PL 1 . 92 PF 1 . � , 29 72 . fl 0 . 0 68 . 4 0 . 0 I7 . 5 150 FTG R QE 0 . 0 30 72 . 0 O . Q 70 . 2 0 . 0 0 . 271 TL 6 .42 PV 1 Pipe: 30 -99 . 9 1 . 527 PL 13 .25 PF 6 . 8 30 72 . Q 0 . 0 70 . 2 0 . 0 17 . 5 150 FTG T PE 0 . 0 32 72 . Q 0 . 0 77 . 0 0 . 0 0 . 271 TL 25 .25 AV � Pipe: 31 0 . 0 1 . 055 PL 0 . 83 AF 0 . 0 3X 72 . 0 0 . 0 77 . a O . a Q . 0 15fl FTG T PE 0 . 0 32 72 . 0 0 . 0 77 . 0 0 . 0 0 . 000 TL 8 .33 PV ' Pip2: 32 -99 . 9 2 . 009 PL 3 . 67 PF 0 . 8 32 72 . 0 0 . 0 77 . 0 0 . 0 1� . 1 �5� FTG E PE 0 . 0 � 33 72 . 0 0 . 0 77 . 8 0 . 0 O . Q71 TL IQ . 67 PV � Pipe : 33 -99 . 9 2 . 009 PL 12 . 00 PF 1 . 2 33 72 . 0 0 . 0 77 . 8 Q . 0 I0 . 1 150 FTG R PE 5 . 2 ' 34 60 . 0 0 . 0 84 . 2 0 . 0 0 . 071 TL 16 . 50 PV Pipe : 34 -99 . 9 2 . 009 PL 12 . OQ PF 1 . 2 � 34 60 . 0 0 . 0 84 . 2 0 . 0 10 . 1 150 FTG R PE 5 . 2 35 48 . 0 b . Q 90 . 5 0 . 0 0 . 071 TL 16 .50 PV Pipe : 35 -99 . 9 2 . 009 PL 12 . 00 PF 1 . 2 ' 3S 48 . 0 0 . 0 90 . 5 0 . 0 10 . 1 150 FTG R PE 5 . 2 36 36 . 0 0 . 0 96 . 9 0 . 0 0 . 071 TL 16 . 50 PV ' Pipe: 36 -99 . 9 2 . Q09 PL 12 . 00 PF 1 . 2 35 36 . 0 D . Q g6 . 9 p . 0 10 . 1 150 FTG R pE 5 : 2 37 24 . 0 0 . 0 103 .3 0 . 0 0 . 071 TL 16 . 50 pV ' Pipe: 37 -99 . 9 2 . 009 PL 12 . 00 PF 1 .4 37 24 . 0 0 . 0 Z03 . 3 0 . 0 10 . 1 150 FTG E PE 5 . 2 38 12 , 0 0 . 0 ZQ9 . 9 0 . 0 0 . 471 TL 19 . 00 P� � Pipe: 38 -99 . 9 2 . 635 PL 104 .25 PF 3 .4 38 12 . 0 0 . 0 109 . 9 4 . 0 5 . 9 120 FTG ELG P� D . 0 ' 39 12 . 0 0 . 0 113 . 3 Q . Q O . Q29 TL 119 .35 PV Pipe: 39 -99 . 9 2 . 635 PL 9 . 17 PF 0 . 8 39 12 . 0 0 . 0 113 . 3 0 . 0 5 . 4 120 FTG TG PE 0 . 0 � 40 12 . 0 0 . 0 ��4 . 1 0 . 0 0 . 029 TL 27 . 02 PV � � � ' , ' ' � ' ' , ' , , 1 , ' ' , � ' ' ' , ' SPRII�R SYSTEM HYDRAULI.0 ANALYSI� Page 6 DATE: 5/5/2003 C : \HAS574\HASS DATA\8345-S . Sb� J4B TITLE : Sixth F�oor - Sidewalls � pIPE TAG Q (GPM) DIA(IN� LENGTH PRESS . END ELEV. NOZ . PT DISC. VEL �FPS) HW(C) (FT} SUM. NODES (FT) (K) (PSI} (GPM) F�/FT (PSI) , Pipe : �0 -99 . 9 2 . 635 PL 4 .42 PF 0 . 6 40 12 . 0 0 . 0 114 . 1 0 . 0 5 . 9 120 FTG T PE Q . 0 � 41 �2 . 0 0 . 0 114 . 7 0 . 0 0 . 0�9 TL 20 . 89 PV Pipe : 41 -99 . 9 2 . &35 PL 22 . 00 PF 1 . 1 41 12 . 0 0 . 0 114 . 7 0 . 0 5 . 9 �20 FTG 2E PE D . 0 ' 42 12 . 0 O . Q 115 . 8 Q . 0 0 . 029 T� 38 . 47 PV Pipe : 42 -99 . 9 2 . 635 PL 23 . 00 PF 1 . 4 � 42 12 . D 0 . 0 115 . 8 4 . 0 5 . 9 120 FTG 3E PE 5 . 2 43 0 . 0 0 . 0 122 .3 0 . 0 0 . 029 TL 47 . 71 �V Pipe : 43 FIXED PRESSURE LOSS DEVYCE � 44 0 . 0 0 . 0 136 . 3 O . a 14 . 0 psi, 99 . 9 gpm 43 0 . 0 0 . 0 122 . 3 0 . 0 Pipe : 44 -99 . 9 2 . 635 PZ 10 . 00 PF 1 . 2 � 4� 0 . 0 0 . 0 136 . 3 0 . 0 5 . 9 120 FTG 2ET FE 0 . 0 45 0 . 0 0 . 0 137 , 6 0 . 0 0 . 029 TL 42 . 95 PV � Pipe : 45 -99 . 9 4 . 026 PL 2�0� AF 0 . 0 45 0 . 0 0 . 0 137 . 6 0 . 0 2 . 5 120 FT� PE O . Q 46 0 . 0 0 . 0 137 . 6 0 • 0 0 . 004 TL 2 . 00 PV � Pipe : 46 -99 . 9 6 . 065 PL 11 . 00 PF Q . 0 46 0 . 0 0 . 0 137 . 6 Q . 0 1 . 1 120 FTG 4EG pE 0 . 0 47 0 . 0 0 . 0 137 . 6 0 . 0 D . OQO T� 70 . Q0 �V � Pipe : 47 FIXEb PRESSURE LpSS D�VICE 48 0 . 0 0 . 0 1�4 . 6 0 . 0 7 . 0 psi, 99 . 9 gpm 47 0 . 0 0 . � 137 . 6 0 . 0 ' Pipe: 48 -99 . 9 6 . 065 PL 2 . 00 PF 0 . 0 48 D . 0 fl . 0 144 . 6 D . 0 1 . 1 120 FTG EC PE 0 . 0 49 D . D 0 . 0 14g . 6 0 . 0 0 . 000 TL 48 . 00 PV ' Pipe : 49 -99 . 9 6 . 400 PL 70 . 06 PF O . Q 49 0 . 0 Q . Q 144 . 6 0 . 0 1 . 0 140 FTG ---- FE O . Q ' S 0 . 0 SRC� 144 . 7 (N/A) 0 . 000 TL 138 . 00 PV ' N4TES : (1} Calculations were performed by the HASS 7 .4 computer program under license no . 16070888 granted by � HRS Systems, Inc . 4792 LaVista Road Tucker, GA 300$� ' (2� �he system has been caZculated to provide an average xmbalance aC each nade of 0 . 001 gpm ana a maximum ' imba�ance at any node of 0 . 072 gpm. (3) Tota� pressur� at each node is used in balancing the system. Maximum water velocity is 24 .5 ft/sec at pipe 24 . , � � ' ' , , , , , , 1 , i , ', , � ' � , , ' ' ' ' ' SPR21�R SYSTEM HYDRAULIC ANALYS�� Fag� 7 DATE: 5/5/2003 C: \HASS74\HASS DATA\8345-S . SDF �OB TITLE : Sixth Floor - Sidewalls ' (4) PIPE FITTINGS TABLE ' Pipe Table Name: HOUSE . PIP , PAGE: * MATERIAL: 540 HWC: 120 Diameter Equivalent Fitt�,ng L�ngths in Feet {in) E T L C $ G A D N E11 Tee LngEll ChkVlv BfyVlv GatVlv A1mChk DPVlv NP'Fee � 2 . 635 8 . 24 16 . 47 5 . 49 19 . 22 9 . 61 1 . 37 13 . 73 13 . 73 16 . 47 5 . 065 }.4 . 00 30 . 00 9 . 00 32 . OD Z0 . 00 3 . 00 28 . 00 28 . 00 30 . 00 5 .400 18 . 19 38 . 98 11 . 69 41 . 58 12 . 99 3 . 90 36 . 38 36 . 38 38 . 98 ' PAGE: A MATERIAL: Steel HWC : 120 Diam�ter Equivalent Fittzng L�ngths in Feet ' (in) E T R L G A V C E11 Tee RunTee 45-E11 Gat�va Ang1Va Chck'Va Cp1ng 4 . 026 lO , OD 20 . 00 5 . 00 4 . Q0 2 . 00 24 . 00 22 . 00 0 . 00 ' PAGE: E MATERIAL: Cppr-M HWC: 15� Diameter Equivalent Fitting Lengths in Feet {in) E T R L G A V C ' E11 Tee RunTee 45-Ell GateVa Ang1Va ChckVa Cping 1 . 055 3 . 00 7 . 50 3 . 00 1 . 50 1 . 50 18 . 00 7 . 50 0 . 50 z . 291 4 . SQ 9 . 00 3 . 00 1 . 50 1 . 5c] 23 . Q0 1Z . 0� 1 . ao 1 . 527 6 . OQ 12 . 00 4 . 50 3 . 00 1 . 50 27 . D0 14 . 00 1 . 00 ' 2 . 009 7 , 00 15 . 00 4 _ SO 3 . 00 1 . 50 36 . 00 17 . 00 1 . 00 � ' ' , 1 ' ' ' ' � � ' , ' , , ' ' , � , I 1 � � ' , , ' ' , , , ' SPRIr�p SYSTEM HYDRAULIC ANALYSI� F�age 8 DAT� : 5/5/2003 C : \HASS74\HASS DAT�\,�345 -S . SDF JOB TITLE : Sixth Floor - Sidewalls o 1 0 0 �v 1 � � rn 0 r� ' �9 CJ � O • O 3 W ' O � w '{ Oai b /''', � �r Ul G1 CSl � , %-{ � v . �' ;� m � rn c} Q u� m � rn � � �n �-� � � c} C� cu U1 / l ' r{ %'� c�i Q} ra; __� W Ll, N // o a �� Ci,•,� �� p � N �n U� ,� �--i R� 'L7 R� �'" "'� A dJ �� RS ,� }.{ m j ' N �--i �9 �ri lD R; ,� � j -�-i (tS i-I � ti+ � � � � � �' � KI,' r-1 (y� r-I / C!} H U / O � � o � /%�� f � � � �� / 7� l7t �7 i n ,� � �' �� ri N ,I� ..' � � ' .. �f � � V �'� � � -� a p� � w GL � �; 1 � J-� F� p Fj� � � � // C1 W '� E � r.0 � � �� i� 0 f' 4 � � o ,; i� � � o i� - 4 W � � % O lC> r � -O i �ri � -� - - - ------ --— � � �� I � 0 o a o a o o a, ' • � 0 0 0 0 0 0 0 , 0.� Lil N Ol lf� r�'1 rl �CJ a: � t'J W � Ra � �7 U) C1� ;� fG Ca7 "" Qi U1 �,-i �� ' i • 1 1 1 1 1 1 � 1 � � 1 1 1 i 1 1 � 1 1 1 1 1 1 � • i 1 �`�CQ F�ire & Buifding� � Products Direct Safes(Centralj:TeL•(800)523-6512/Fax:(215)362•5385 ' Distribution Sales(Gem/Star):Tel:($OQj 558-5236/Fax:(804)877-1295 Tachn7ca!5ervices:Tel:(80Q)381-9312/Fax:(8pQ)7gf-5500 Series LF�1 Residential r Car�cealed Pendenf Sprinklers, Flat Plafe 4.21[�factor � sta{led or#inished.The tip of the Pro- General tective Cap can also be used #o mark ' Deseription the center of the ceiling hole into plas- $ ter bvard, ceiling tiles, etc. by gently pushing the ceifing producf against the , ;�� ;�" The eries LFlI (TY2596 FEesidential Protective Cap. When ihs ceiling in- � . -�` "�`` e e �"�, prinklsrs are stalfatio� is complete the Protective � decorative, fast response, fusible sol- Cap is remoued and ths Cover Plate . � ' der sprinklers designed for use in resi- Assembly installed. ° - dential occupancies such as homes, aparfinents,dormitories, and hotels. WARNINGS The cover plate assembly conceais the The Series LFl!(TY2596} Residential �~ � sprinklar operating components above �oncealed Pendent SprinkJers da- the ceiling.The ffat pro�le of tF�e cover scribed herefn must be installed and plate Provides the opt[mum aestheti- maintarnad rn compliance wfth this cally appealing sp�inklsr clesigrt.In ad- document,as well as�vith the applica- ' dition, the concealec!design of the Se- 6!e standards of the National Fire Pro- ries LFII (TY2596) provides �/4 inch tection Association, in addition to fhe (6,4 mm)vertical adjustment.This ad- standards of any otherauthoritres hav- justment reduces the accuracy to !ng jurisdiction. Failure to do sa may which the fixed pipe drops Eo the sprin- �m+pair the infegrityof fhese devices. Vertical Adjustment: � k�ers must be cut to help assure a The owneris responsible farmaintain- i/4 inch (6,4 mm) perfect fit installation. ing theirfire protaction system and d�- F�nishss: The Series�.FII are to be used in wet �fces In proper operating condition. Cover Plate: pipe residential sprinkler systems for The rnstalling contractor or sprinkler Flat White, BrEght Wt��te,Ghrome,or ' ane-and two-famiiy dweilings and mo- menufacturer should bs confacted Custom � bile homes per NFpA 13D; wet �ipe r�lative to any questions. � residential sprirtkler systems br resi- Physical Charact��isiics: dential occupancies up to and includ- $�r�nkler/Model B�dY � ' ' ' ' ' ' ' � • • • • • Brass � ing four stories in height per NFPA Gap . . . : . : : . : : : : : : Bronze 13R;or, wet pipe sprinklersystems far ��tlf�Gafron 5addle . . Brass the residentiaf portions of any occu- SeaAng Assembiy . pancy per NFPA 13. ■■umber ' ' ' ' The Series LFII (TY2596) has a 4.2 �• • 8eryllium Nickel w/Teflon�- ' Soldered Link�falves : , . Nickel (60,5) K-factor that providas the re- SIN TY2596 Lever . . Bronze quired residential flow rates at reduced Compression 5crev� , , . , . Brass pressures,enabling smailer pipe sizes Deffectar . . . . . . . . . . . Bronze and water supp�y requ€rements. Technical Guide Arm Frame . . . 6ronze ' Guide Arms . : ; : ; Stainless Ste�l The Series LFll (TY25g6) has been Dafa Support Cup . . Steel designed with heat sensitivity and Cover Plate . , Copper watsr d�stributian characterisiics Approvals: Retainer . . Brass � proven ta help in tMe control of r�siden- UL and C-UL Listed. Gover Plate Eectio� Spring . . . tial fires and to imprq�e the chance for . Stainless Stee! occupants to escape or be evacuated. Maximum Working Pressure: The 5eries LFII (TY2586j i�esidential 1 i5 psi(12,1 bar) tDuPont Registered Trademark Concea4ad Pendent 5prinklers ere �ischarge Coefficlent: , ship�ed with a Disposable Protactive K-4'2 GpN1�psE��(80,5 LPM/bar1z) Cap.The Protective Cap is tamporarily Temperature Rating: removed for installatian, and then it 160°F/71°CSprink�erwith car� be replaced to help proiect the 135°F157°C Cover Plate , sprinkler while tne ceiling is being in- Page f of 4 JULY, 2002 TFP44U 1 � � ' t ' , , � ' ' � , ' i ' , ' t ' , ' , 1 i ! Page 2 uE 4 TFP440 1 Opera i�ion Minimum Flow`e1 and Minimuyn Flow�e�and � Whei� ex�osed to heat from a fire, thP Maximum Maximum Residual Pressure Residual Pressure Cover Plafe, which is normally sol- �QVerage Spacing For Horizontal Ceilii�g For SEoped Cei�iny de�ed to th0 Support Cup at three Area��°� ft, (Max.2 Inch Rise (Max.8 1�3ch Rdse � poonts, faAls away to 2xpose the Sprin- Ft.x Ft. t,n� for iz Inch I�un) for 12 Inch Run) kler Assembly.At this point the Deflec- fm x m} tor supported by the Arms drops down to its o�erated position.The fusihle link isa°F/71`C y6o=Fn�°C of th� 5prinkler Assembly is corn- Sprinkler Sprinkler ' prfsed c�f two link halves that are sol- �2 X 12 72 13 GPM(a9,2�PMj 18 GpM(r,g,� �p�� der�d togeiher with a thin fayer of sol- (3,7 x 3,7) (3,7) 9.r,psi�D,66�ar� 18.4 psf{1.27 bar� der. When the ratec� temperature is 14 x i4 14 1a GFM(53,0 LPM) 18 GPM(68,1 LPPJ) reached,the solder melfs and the two (4,3 x 4,3) (4,3) 17.i psi{0,77 bar} 18.4 psi(1,27 t�ar) I fink halves separate allowing the s�rin- i6 x is 16 i � kler to activate and flow wdter. ��P�(60,6 LPM) 18 GPM(68,1 LPPJI� (a,s x a,91 (a,$) 1 r�.5 ps��i;no ear� i€�.a�s��1,��ba�� 1i3 x 18 18 �0 GPM(75,7 LPM) N!A D�,St g� (5,5 x 5,5) (5,5) 22 7 psi(1,57 har) ' Griteria �d X 2� 2� z4 GPM{90,8 LPM) N//� (s.i x s,i� (�,1) 3a.7 ps��a:zs ha�� The Series LFdI (TY2.596} RP.sidential (a) For coveragc area dimension;Iess than or between ihose indicated, it is Concealed Pendent Sprinklers are UL necessary to usc the minimum required flow for the next highest coverage area � and C-UL Listed for installation in ao- for which hydraulic design criter'ra are stated. cordance with the followiny criteria, (b) Requirement is based on mfnirr�um fiow in GPM(LPM)from sach sprinkfer.The NOTE a550Ci�tecl r�sidual press�res are calr,ulated using lhe nqminal if-factor.iieler to � When conditions exrst thatare outsrde Hydraulic�as�gn Criteri� Section fnr de�ails. t17�:sce�pe o�tl�e prnvi�'ed crrteria, refar ta the Residential Sprinkler Desig� Gi�ide TFP4Jp (or!he manulacturer,s TABLE A recommen�l�tions that rnay be accept- NFPA 13D AN'D lVFPA 13R NYDRACltlC DESlGIV GRlTERlA ' able to the Authorrty Flavr�g Jurrsdic- . FoR TH�SERIES LFII(7'Y25�6) tinn. RESIDEN7IAL CONGEALED PENDENT SPRINKLER System Type. Ondy wet pipe systems may be utilized. ' Hydraulic Design. The minirraum re- accordance with the obstruction rules to 14 ft.lbs. 9,5 to 19,0 NmJ. A maxi- c�uirecf sprinkler flnw ratP fr�r s stems ( d�signed !o NFPA t3D or NFPA 13R of NFPA 1?for residential sprinklers. mum of 2i 1tJbs. (28.5 Nm) of torque are given in Table A as a function of Operational Sensitivity. 7he sprin- �s tc� be used ta rns�aN sprinklers. ' ternperdture rating and fhe maximurr� klers are to be installed rel�ttive io the yrgher/evels ol torque may drstort the allowable coverage areas. The sprin- ceiling mounting surfac� as shown in sprrnkler inlet wrth consequent leak- kl�r flow rate is the minimurn required Figure 3. �ge or rrrrpairment of the sprrnkler. discharge from each pf the total Do not attempt to compensate lor in- ' numberof"designsprinklers"asspeci- Spr'rnkler 5pacing, The minimum fied in NFPA 13D or NFPA 13R. spacing between sprinklers is 8 feet sufficrentadjustmentrnanEscutcheon (2,�3 m). The maximum spacing be- Plate by under� or over-tightenrng the For systems designed to NFPA 13,the twe�n sprinklers cannot exceed the �F�rinkler. Readjust the position of the number of design sprinklers is ta be length of the coverage area(Ref.Table sprir�kler(itting to suit. � the the faur most hydraulically d�- A) being hydraulically calculated (e.g., Step 1. The sprinkler must only �e manding sprink�ers. The minimum re- maximum 12 feet for a 12 ft. x 12 ft. installed in the �endent position �nd quired discharge from each of the four coverage area, or 20 feet for a 20 ft. x with ti�e centeriine of the sprinkler per- sprinklers is to be the greater of the 20 ft.coverage area). pe+�dicular to the mou��ting surface. following: ' • 7he flow rates g�ven in Table A for St�p 2. Rernove (he ProtPctive Cap. NFPA 13D and 13R as a function of �nstallatian Step 3. With pipe threacf sealant ap- temp�rature rating �nd the maxi- The Series LFIf {TY2596) mvst he in- F�lied to the p�pe threads, and �isiaig mum allowable coveraye area. siailed ir� accordance with the follow- �he IN-Type 18 Wrench shown in Figure ' in instructions: 2,install and tighten thc�Sprir�kleNSup- • A minimum discharge of 0.1 gpm/sq. g port Cup Assembfy into the fitt�ng.The ft. over the"design area"cumprised NOTES W-Type 18 WrPnch will accept a 7/2 of the four mUSt hydraulieally de- D��'9e ta the fusible Link Assembly inch ratchet drive. manding sprinklers for ihe actual dur�n<J installation can I�e avoided by � coverage areas being protected by handling the sprinkler by the f�ame Step 4. Replace th� Protective Cap by the four sprinklers. arms only (r.e., do not apply�ressure pushing it upwards untsl it bottoms out to the fusrble lrnk AssemblyJ. against tiie Support Cup. 'The Protec- Obsiruction To Wafer aistribution. tive Cap helps pr�event damage to the Locations of sprinkiers �re to be fr� Aleaktighti/2inchNPTsprinklerjoint Dpflector and Arms duriny ceilir�g in- ' should be obtarned wrth a torque of 7 >tailation and/ar during appfication of ' i • 1 � i i � � 1 ' 1 1 1 1 i 1 ' 1 1 1 � 1 � 1 I 1 1 1 1 � � � TFP440 Page 3 of 4 ' ��pY SFALING (tl2"NPT)�--__� ' � _- ASSEMBLY W�� ' -- — = r./. �•/ -- FiECF.�S 'r ,,; � i CAP — , )' /� 4!�-_ ��;� sPR�raKLER �G� � ` - — � WRENCHING �i� SADDLE AREA 1 ; PUSH+NRE�ICH � SUPPORT , �` COMPRESSION IN TO EMSURE CUF'WITH' � SCRE4V ENGAGEMENT ROLL FOFiMEQ UJITH SPRINKLEH THREADS ' WRENCHING AHEA ='�' � •�,� L�U�R FfGUR�E 2 ' GUIDE �' � ��' ` ; � W-TYPE i8 FlFiM ;:�' ;', , i ; I `,. SPRINKLER WF7EIYCN /�'� ' ' SDLDER LINI� - i / i , �� i I ELEMENT � ' GUIDE ARM � � � � i FRAME ' ' � � � � , � I i i I . - - DEFLECTOR QE�LECTUf�-'' ' - .- -, - �_ _ -----I - {OPERATELI ' POSIT90Nj SPRI�lKLER/SIJPPORT CUP � ASSEMB�Y �� .__ I ' THREAC71NTp RETAfNER SUF'PQFT CUP WITH THREAD UNTII MOUNTING � O - - DIMRLES SURFACEIS ' FL�PSH WITH EJECTIQN CFII I�JG SpRIP�lG �� ; ' � , __. _ �� SOLDER= COVER PLATE/RETAINER _ cUVEr� TABS(3) ASSEMBLY PLATE ' FlGUF�E 1 SERIES LFII(TY2556)1�ESIOElYTlAL CONCEALED PEND�IVT SPRINKLER ' 2-112"DIA. SPRIfJKLER- f~-- (63,5 mm) 1�q^(6,4 mm) FACE OF SUPP�RT CUP �'�� THREA(]ED SPRINKLER ASSEMBLY ' NPT� ADJUSTMENT FITTiNG ' f � � OPERATED �� / SPI�INKLER / / ` (47,6 mm ` COVER �I � t-7/8"t1/8" , �—` 3132"GAP =� — P�ATE __ � � (2,4 mrn) f3,2 rsim) FIETAINE€� ,� ,,, ___�=� � � , --__ _ ' � 7/8"(22,2 mmy COVER- SPRINKLER- i� MOUNTING RETAI�V�R SU�'PORT CUP 3/16" � SURFACE �\ 1-1lB"(2p,6 mm) � ASSEMBLY ASSEMBLY i�,g��r,� — � I — - � ' 3-1/4"DIA. � (82.6��nm) DlSPC�;ARLE DEFLECTflR Ih! TIP PFIOTEGTIVF C;AP OPERATED PpSITI��J FIGUR'E 3 SERIES LFII(TY2596)RES117ENTIAL CONCEALED PENpENT SPRfNKLER ' INSTALLATION DIMENSI�NS/PROTECTIVE CAP/ACTIVATED DEFLECTOR ' � • � 1 ' , 1 ' 1 � ' ' 1 ' ' , ,,I , ' ' i , ' , � � � Page 4 of 4 ' TFP440 the finish coatiny of the cvi�ing. It may Care must be exer�cis�d to avoid dam- IN NO EVE�IT SHALL TYCO FIRE also be used to locate tf-�e centerof the ag� - before, during, and after Instal- PROQUG7'S BE L�ABLE, IN CdfV- � dearance hole fay ge�x�y pushing the lation. Sprinklers dam�qed �y r�rop- Tf�ACT, TORT,S71�ICT LIABILITY OR ceiling material ayainst the center ping, striking, wrench twisk/slipp�g�, UNQER ANY OTHER LEGAL THE- poFnt of the Cap. or the like, must be replacec�. ORY, F�R INCIDENTAL, INDIRECT, NOTE The owner is responsible for the in- SPECiAL OR CONSEOUENTIAL ' As tongas the�rnlectrve Cap remarns �P�ction, testing, and maintenanr,e of DAMAGES, INCLUDING BUT NOT their fire protection system dnd d�- LIMIT�D TO LABOFi CHANGES, FiE- ��pYace, the system is consrdered to GAR�LESS OF WHETHER TYG� he "Duf Of Service�". vrces in compliance with this docu- ment, as well as with the applicable FfRE PRODUCTS WAS INFORMED � Step 5.After the ceiling has been com- star�dards of the National Fire I�rotec- A�aUT THE POSSIBILITY QF SUCH pfPted with the 2-1/2 inch (63 mm) tian Association (�,g., NFPA 25), in DAMAGES, ANL IN NO EVEN7 diara�eter clearance hole and in prepa- addition to the standards of any other SHALL TYCO FIRE PRODUCTS' LI- ration forinstaEling the Cover Plaie As- authorities having jurisdiciion. The �n- ABILITY EXCEED AN AMOUNT sembly, remove and discard the pro- stalling eontractor or sprinkler manu- �QUAL TO THE SAL�S PRICE. � cective Cap, and v�rify that tfle facturershouldbecontactedrelativeto THE FC)R,�GC�1NG WAF�,qqNTY IS Deflector moves up and dowr�freefy. any questions. MADE IN LlEU DF ANY ,4ND ALt If the Spri��kler has been clamaged anci 2THER WARRANTIES EXPRESS OR rhe Deflector does not move up and N�TF I�VlPLI�D INCLUDING 1NAR,qqNT1E� ' down freely, replace the entire Sprin- T��owner must�ssure thaf Ihe sprin- OF ME'RCHANTABlLIT1' AND F1T- kler assembly. Do ncit attempt to mod- ��ers are not used for l�eingrng al arry NESS FQR A PART1Cll�AR pU/3. ify or r�pair a damaged sprinkler. �bl��ts and that the sprinlrleiTs are only POSE. cleanecl L�y means of gently dustiny 5tep 6. Sa�ew on the Cover Pfate As- wrth a fcat�rer dust�r; atherwrse, non- ' sembly until its flange comes in r,�n- pperatinn in�he event of a fire or inad- tact with the ceiling. vert�nt operation may result. Ordering �o not continue to screw on the Cover It is recommended that automatic praeedure Plate Ass�rr�bly such that it lifts a ceil- sprinkler systems be ir�s�ectetl, ' ing panel out of its normal position. tested, and maintained by a qualified Wl�en placiny an order,ir�rjicate the full !f�he Cover Plate Assembly cannot be ��speckion Service. product name. Contact your local dis- engaged wit�the Mountirrg Cup or the tributor for availability.. Cover Plate Assembly eannot be en- Limited Sprinkler Assembly: gaged su1(iciently to contact the r,eil- iny,the Sprinicler Fitting must�e repp- �,�rranty Series LFII(TY259G),K=4,2,Residen- sit�nned. liaf Goncealed Pendent Sprinkler with- Produets manufactured by Tyco Fir�; out Caver Plate Assembly, ' Care and �'roducts are warranted soleay to the P/N 51-122-1-160. original E3uyer for ten (1p} years Cover Plate Assernbly: Maintenanee a9ainst defects in nnaterial aiid work- Cover P�ate Assernbl h�vi� a s ec- mansRiFp when paid for and properly y 9 ( p The Series LFII (3'Y2596) must be insialled and rriaintain�d undPr r�armal ify) finish for the Series LFiI (TY2596�, , rnaintained and servieed in accord- use and service.This warranty will ex- K=4.2, �esideritiai Conr,ealed Pen- ance with the foll�winy in,tructions: pire ten (10) years fr�m datP of ship• dent�prinkler, P/iV (specify). ment by Tyco Fire prod��cts. No war- rhr�me . NOTES ra��ty is given for products or �„ ntwn�te P'NSS122-s-�ss � components m�nufactured b com y ��NS`'-1zz'a•a:�s Absence of an Escutcheoi� Plate may y pa- �ra�wn�ie . P�rv 56-122-s-i3, dela� the sprinkler operetion in a iire nies nat affiliated by ownership with �ustom ._ Pirv ss•i22-x-is, situation. Tyco Fire Products or for producis and components which have been subj�ct Sprinkler Wrench: Before closine��fire protection system to mis�se,impruper installation,corro- ' main contro! valve for maintei�ance sion, or which have not k�een instalred, P/N 56-0 OTY-�2g�8 Sprinkler Wrencl7, work on the fire protection system marntained,mndlfi�d or repaired in ac- which it controls, perrnission ta shut eordance with applicable Standerds of dow�t the affected lrre protectron sys- the NaEional Fire Protection Associa- ' tem must be obtained lrom fhe proper tion,andlor the standards of any other a�lthorrties and�!!personne!who may Authorities Having Jurisdiction. Mate- be affec�ed by this action must be no- rials found by Tyeo Fire Praducts to be tified. defective shall be either repaired or ' Sprinklers which are found to be leak- replaced, at Tyco Fire Products' sol� ing or exhibeting visibie signs of corro- option. Tyco Fire Produr.ts ne[ther as- sion must 6e replaced. sumes, nor aut�orizes any person to Automatic spr�nki�rs must never be connectio�rwlth the sale Of prloducts or ' shippe�i or stored where the tempera- parts of products. Tyco Fire Praciucts ture will exceed 100°F/38"C anci they shall not be respor�sible (or sprinkler must never L�e paintecl, plated,co�ted, system design errors or ir�accuratP or o�- otherwise altered after leaving the incomplete information supplied by facto�y. Modified or over heaCed sprin- Buyer or Buyer's representativPS. ' klers must he repl�cec�. TYCO FIRE PRODUCTS,45 i Norlh Canr�on Avenu�,Lansdale,Pennsylvania 154a6 ' � � ' ' � ' ' � , , � ' 1 � � , � , ' ' � � ' � � � Ocfober i8,2002 Sprinkler 42 a � ' � MICROFAST°/MicrofastHP� HSW � � � � , SPRINKLER SIN VK442 � (WI7H QR,EC,QfiEC,RESI�ENTIAL, AND SPECIFIC APPLIGATION LISTINGS.) •STAIVDARD RESPONSE EXTENDED ce+lings allowed by the listings. Maxi- , � � COVERAGE mum 175 psi wwp. ' „ UL/C-UL l.isted for use below smaoYh The sprirtkler is available with several � "p � flat,horizontal ceilings in Light Hazard different finishes and temperature rat- ��"�'�� occupancies. Maximum 250 si wvu p p• ings to meet varying design require- •QUICK RESPONSE ments. The orifice design allows effi- � 1. UL/GUL Lisfed fpr use below cient use of auailable water supplies for � smoath, f1at, horizpntal ceilings in hydraulieally designed fire-prvtection Light and Ordinary Hazard occu- systems.The small,rugged 3 mm glass � 1. PRODUCT NAM� pancies with standard areas of cov- bulb and special deflector combine Viking Micro#ast�/MicrofastHP� Model erage. Maximum 250 psi wwp. speed of operation and area of cover- M-5 Horizontal Sidewall Sprinkler SIN 2. FM App�oved for use below age to meet quick response, extended VK442t smooth, flaf, honzontal ceilings in coverage, and residential sprinkler tSprinkleridentificationnumberprovidedinacwr• LI�h1 �iazard occupancies with staRdards. The special Polyester and I ' dance with the 1999 gditiDn of NFPA 13,Section standard areas of coverage. Maxi- Teflon�coatings are available for use in 3-Z z, mum 175 psi wwp, decorative applications. In addition, I 2. MANUFACTURER •�UICK RESPONSE EXTENDED �hese two finishes are listed as corro- The Viking Corporation COVERAGE sion-res€stant finishes for protection I � 210 N. Industrial Park Road UL/C-UL Listed for use below smooth against many cOrrosive environments. Hastings, Michkgan 49058, U.S.A. flat,horizontal ceilings in�ight Hazard During fire conditions, the heat-sensi- I Telephone: (269)945-9501 occupancies. Maximum 250 psi wwp. tive liquid in the glass buib expands, (877)384-5464 •pUICK R�SPONSE DCTEf�DED COV- causing fhe bulb to shatter, releasing II � Fax: (269)945-9599 ERAGE(SPECIFIC APPLICATIQN) the pip cap and sealing spring assem- I e-mail:techsvcs@vikingcorp.com UL1C-UL Listed for use belaw ceilings bly.Water fiowing through the sprinkler 3. PRODUCT DESCRIPTIQN with slopes ranging from a 2112(g.5°) orifice strikes the sprinkler deflector, Viking Microfast�'/MicrofastliP� Hori- to 4/12(18.4°)pitch in Light Hazard oe- �orming a unifarm spray pattern to extin- I zontal Sidewall 5prinkler SIN VK442 is a cupancies.Maximum i 75 psi wwp. guish or c4ntrol the fire. �, small, high-sensitivity glass-bulb sprin- •RESIDENTIAL 4.TECHNiCQL DATA I kler listed for many different applica- UUC-U!.Listed for use below smooth, Minimum Operating Pressure: tions. flat, horizontal ceilings and sloped For Quick Response Appiications I with Standard Areas of Coverage:7 ' �qeci#ic A��fion Listing Note ps�(as,s�cPa). I For Extended Gaverage and QREC When Viking Microfast�'Quiek Response HorizontalSidewall SprinklerSfNVK44z is installed Applfcetiorrs: Aefer to Approval below ceilings with slopes ranging from 2112 to 4112(9.5°ta 18.4°�,it is LIUGUL Listed as a Chart 1#ar minimum water supply�� I ' "Specific Application Sprinkler"for extended areas of coverage in L9ght Hazard occupancies quiremen35 and maximum area ot only.Maximum 175 psi wwp. COVefage. In these applications,Sectians 7-2.3.2.4 and 7-2.3.2.5 of the 1999 Edition of NFPA-13 do not FOr Resideniiaf App��Cations:Aefer to i apply regarding System Area of Operation.Viking Microfast�QuiCk Response Horizontal Approval Charts 2 and 3 for mini- � Sidewall Sprinkler SIN VK442 should be ir�stalled according to the areas of coverage,and mum water supply requirernents flows and pressures lisied in Approva!Chart 1 on page42 a Refer alsoto Figure 3,Installation and maximum area of COVerage. I Notes,on page a2 b. Refer also#o Figures 4 through 6#or --�—�------�— — installation guidelines, I Sprmkler Temperature:Nominal Sprinkler Tesrlpe 2ature Maximum Ambient f Bulb Glass-bulb fluid temperature rated to Classificatron �. Rating_(Fusin.g.Rotnt� .__, YCeiling 7emperature___Coior._ �_ p� ' _._Ordinarv � t35 F 157°C � 10 F 38°C Oran e '65°F 55°C . I Refer to the a roval charts fnr maxi- Ordmar ; 155 F 68°C 10�°F 38°C Red I , mum rated water working pressure. _._Intermediate, �75°F�7g°C�___� I 150°_ F(fi5°CZ,____ Yellow The high pressure (HP} sprinkler Rntermediate � 2ao°F 93°G_ _��150 F L65� Green can be identifled by loca#ing the i ' __H�gh 286_°F..(1.41_°C� _ 225 F(io7 C� eiue num6er"250°on the deflector. Sprinkler Fimshes:Brass,Bright Brass,Chrome-Enloy�(patents pend�ng),Whde,Nava�o White, FaCtOry tested hydro5tatically to 500 ' Black,and Black Teflon�' psl (3 448 kPa), � Corrosion�pesistent Coatings3:White,N2vajo Whiie,Bkack,and Black Teflon� Spring: U.5.A. Patent NO.4,167,974 Footnntes Deflector: U.S.A. Patent No.4,296,816 'Based on NFPA-13.Other limits may apply,depending on fi�e laading,sprinkler location,and T�5ting: U.S.A. Patent No.4,831,87d otherrequirementsoftheAuthorityHavingJurisdiction.Refertospecificittstallationstandards. Bulb:U.S.A. Patent IVo.4,796,710 3 7emperature rat+ng is stamped on the defiecior. Thre2d Size: Y2"NPT(15 mm) � Thecorrosion-resistantcoatings have passed standard corrnsian iests required by particular Nominal K-Factor:5,�a U.S.or 5.6 U.S.tt approving agencies.Refer to the approval charts.These tests cannot antl do not represent (7,9 or$,� metric*) all possible corrosive environments.Priorto instal4ation,verify through ths end-userthat the coatings are compatibls with or suitable for the praposed environment.The coatings indi- caied are appiied to the exposed exterior surfaces onEy. � NOTE:The spring is exposed on the Teflon�coated and Polyester coatetl sprinklers. Note:Units oi measure in parentheses may be approximatipns. Replaces page 42 a-f,dated Aug.16,2002.Also refer to the a� F4rm No. F 022697 proprlate Vlking general care, installation, and mairrtenance ' " gulde for the particular applicatlon type. � � , ' � ' � � 1 � , � � I ' � � ' ' � � � ' � � i S�rinkler 42 b October 18,2002 ' � MlCROFAST�'/MicrofastHP° HSW � � � � , 5PRINKLER SIN VK442 � (WITH QA,EC,QREG FESlDENTIR�, AN�SPECIFIC APPLICATEON LISTINGS.) ttNOminal U.S. K-Factor provided in accor�ance Bellevi!!e Spring Sealing Assem- Teffon�Coated Sprinkiers with the 1949 edition of NFPA 13 SBCtion 3�2.3. bEy: NICkBI Alloy, coated Ofl f]Oth Belleville S flfl � *MetricK-Factorshownisforusewhenpressureis p g: Nickel Alloy,exposed measured in kPa.When pressure is measured in sides with Teflon Tape SCI'ew:BraSS UN$-C36000,Mckel plated. BAR,multiplythemetricK-FdCtorShOWnby10.0. SCf2W: Bf85S UNS-C36QOO Pip Cap and Insert Assembly: Copper Overall Length: 2-11/16"(68,3 mm) Pip Cap and Insert Assembly: Copper UNS-C1100Q and Stainfess Steel SPRi1�K�ER MATERIALS UNS-C11000 and Stainless Steel UNS-S30400,Teflon�'Coated ' Frame: Brass Castings Uf�S-C84400 UNS-S30400 ACCESSORIES Deflector:Copper UNS-C19500 Potyester Coated Sprinklers Fiefer to the "SPRINKLER ACCES- Bulb:Glass,nominal 3 mm diameter Belleville 5pring:Nickel Alloy,exposed SORIES" section of the Vikrng Engi- Screw:Brass UNS-C36000,Nickel plated. neering and Design Data book. � Pip Cap and Insert Assembly: Copper � -7 �-'''A�- UNS-C11Q00 and Stainless Steel � �58.3 mmj . ; urvs-s3oaoo ��, � � '�� '� -�'a" Nates: ` � �� s��11.tl mml E _ ,; � ' , f 1. In sloped cei�ing installa �` ��; tions, this sprinkler is listed ; �JPT fpr installetion at the �°', - Microtast�/Microfast�IP�Horizontal high-point intersection of the _ Sidewall Sprinkler SIN VKaa2 wa11 and the ceiling.In sloped f I .. ,,,�I , ceiling installations,the spray ; ' .. ' ; 2 e° � IDust be directed down ihe ; j � � sioeSra y ! �a,� m�,� P � P Y ma I�OT be di- ._. ; ; rected across the slope. ; -� ' _ „J 2. Listed area of coverage for � !� -._ ? ,� sloped ceilings corresponds �� - to ceiling slopa.(For sloped j �, � , ceiling applications, actual � �.., floor coverage will be less ' �: � than the listed area.) ; r — DistanCe from ceil- ��,.�; �''��``�•._ � ing to deflector.4"to ! : % 6"(102 mm to 152 Microfast�lMicrofastHP�Horizontal ; 18.4°Max. mm).Always align Sidewall Sprinkler 51N VK442 InStalled `: ' � to of deflector ar- with a Standard 1/8"(3,1 mm) �iCrofast`^Horizontal Sidewall ' - -- allel with the ceiing. � Surface-Mounted Escutcheon Sprinkler SIN VK442 installed with the Micromatic�'Model E-1 ; �`� �-s;e- or E-2 Recessed Escutcheon I _.................... (a� c �n„� r. _ �, m � � z-s la P�r � Figure 3:Sloped Ceiling Installation--for Non-Residential Applications only. � ` �54,'" �'�� ,.,7 e I - — �' ; C.,._.__ � _ i �.,�-�- {s�.: �„) � Nari�w�en Microfast�/MicrofastHP�Horizontal � Sidewall Sprinkler SIN VK442 Installed with a Micromatic�Model E-1 Recessed Escutcheon , z ��b.. (ss.x mm, �,_ e�iR;mum � � 'r:::�: .-i --- __ _ (J4�7/111 � il�:}' ��',� � ' � -�' . y_-� I � , �_ __—�-'! G f �-��e,. , i6s:� �,m� i�,,,r�„��a, � Microfast�/MiCrotastHP�Horizontal Sidewall Sprinkler SIN VK442 InstaJled with a Mlcrotast� Model F,1 Adjustable Escutcheon � Figure 2 , � � • October i 8,2002 Sprinkler 42 c ' � M�CROFAST�/Microfas#HP�' HSW � � � � j SPRINKL�R SIN VK442 � (WI7H C}R,EC,QREC,RE51�EN71AL, AND SPECIFIC APPLICATIdN LiSTINGS.} �_.._....,......�_.......Thread Size.__..__�,.± Nominal K-Factor„ Overall Lenc�th Sprinkfer Detlector Style ! � r� , � i Base Part Sprinkler � Inch mm � U.S. , metr�c Inch , mm Number3 Identification Number jSIN)4 ' HorizontalSi,dewaEl __..._..'/� ._. .....15 �__ 5.6. 1 8�1__ 2-11/i6 ,683....._ 09533 ...._... VK442 _..........._.._................ Approvai Chart 1 E -. Temperature K€Y � � pl�cations Only �'i Finish � �uick Res onse Standard Covera e A iicat ons for�L ght or'p�a°ontal Sidewalf Sprinkler__._ 'Q�� Escutcheon(if appJicable} Microfast IM(crofastHP Hariz __ . .................... _ P 4 PP g nary Hazard pccupansies. __ Ltstm s and A� rovals5 Deflectors must be focated 4"to Y2"(142 mm to 305 mm�below smoath,ftat,horizontal ceifings onfy, �UL �C-UL� FM 1z�NYC9 Maximum250PSIWWP. A_1XB1W �A1X owck Response Standarc!e��Maxlmumpli�stpS sNi'owrpight Hazard Occupancies Onl�y, Y _AiX-B�W f - ' I - � Deflectors must be located 4 to 6 1fl2 mm to 152 mm below smooth tlat,horizontal ceilin s onl . � ' A3X� Standard Response Extended Coverage Applications for Light Hazard Occupancies Only��A 1 Installed wiih the def�ectors located 6"to 12"(152 mm to 305 mm)below smooth,flat,horizontal ceilings only, .-__ _.__ Maximum 175 PSI VY41IP. --- ---��..._—� ._._.___..__._____ -- -- Maximum Areas of Coverages � '- T Width x Throw Minimum Waier Supply Requirements i ; _ ___ ........_._.._..�_.. . __...___......... F1W � F7W I - _...s_- - .,.......,. 16'x 2D,(4,9 m x 6 2 mJ_�.__� 32 prn_�a?32.7psi 121,1 Llmi�225 1 kPa � � Standard Response Extended Coverage�ipplications for tight Hazard Occupancies Only. � � Installed with the de(lectars located B"to 12"(152 mm to 305 mm)below smooth,flat,horizontal ceilings anly. _____ Maximum 250 P51 WWP 16 x 16 (4 9 m x 4 9_m) �... 26.9pm.@.21.6 psi(98,4 L,(min..�_148 6,kPa)_ F1 W _ ....._F1 W � 16 x 18 14 9._m x 5 5 m�.._T� I 29 4pm @ 26 8 PSi�109 8 min�184,9 kPa) Fi W F1 W �i 3 -. � _.._ 1 —t--�- _.. _16 x 20 �4,9._m x fi,2 m?............ __l 32 9A_m_�32 7 psi.�i?1.�1.._�.1..min @.?.25,1 kPa1_ _ F1.W _i_...F1 W !....._ �._._m..�_. duiCk RespOnse Extended Coverage Apy�ications for Light Hazard Occupancies Only, Installed with the deSlectors Tqcated 6"to 12°(152 mm to 305 mm)below smooth,flat,hoNzontal ceilings oniy. _... Maxlmam 250 PSI WWP. ' ., 1fi..x1fi (49mx49mj I , 26�pm_u�21.6DSi(984L/min�1486kPa E1W E1W i___ iC2W _ ,. 1fi.x 18 (4 9 m x 5 5,ma. .,. .,,_,,..,, .. 29 gPm.@ 26-6 p..s..�(109�8_Llmm..c�_.184 9 kPa) . ....E1 W ,� ._E1 W ..'.. ?C2W.. 16 x20 4,9_m x6,2,m_ � 32 m.. 32.7.psi�21,1_L/min_ 2251 kPa �7W :' .....D1W_..1_.:�D2W _ 4 _ _ J --..... --,..__ �_.._�_— @ Specitic Application,t]uick Response Extended Caverage for Lighi Hazard Occupancies Only. � Instal[ed with the deflector located 4"to 6"{4U2 mm tn 152 mm)below slopede Ceilings witfr stopes from 2/12 through 4/12(9,5°to 18.4°)pitch.Sprinkler must be located at the high-point interseciion of the wail and ihe ceiling with spray directed down the slope. Reter to Ff ure 3 on a e 42 h.Maximum 175 PSI WWP. 16'x 16_{4 9._m x 4 9_ml _ _..... .....26 9Pm�..21.:s.psi(98,4._L/mm_�_J48 fi kPa} E1W ; _E1 W .._j _ , - .. 16xt8i49.mx55m� �29gpm.�26.B.psi i098l�min�f8�9icPa]_ �1W E1W _I_ ; _,.,.... 16 x 20 (4,9_m x 6,2 rr1J ...,_.. .,. . ; 32 9Fm @ 32.7_psi(121_,1,_Lfmin,@ 225 1,kPaJ. _. .,,,..D1 W ___D1 W �____ � ............. Approved Temperature Ratings A- 135°F(57°C},155°F(68°C�, 1�5°F p9°C�,200°F(g3°C),and Approved Finishes Approved�scutcheons � 286°F(14i°C} y-erass,Bright8raS5,Chrome-Enloy�"�,WhitePolyes- IN• Standard surface-mounted escutcheons B- 135°F(57°C),155°F(68°C), ter'a Navajo White �olyester, Black Polyester10, or the Microfast�"' Modei �-1 Adjustable Es- 175°F(79°C�,and 20p°F(93°C} and Black Teflon�10 cutCheon1�,or recessed with the Micromatic�' C-135°F(57°C�,155°F(68°C�,and 2-8rass,Bright Brass,Ghrome-Enloy�,White Polyes- Model E-t or E,2 Recessed Escutcheon 175°F(79°C� ter'0,and Navajo White Polyester X- Standard surface escutcheons or the Mi- � D-135°F{57°C)a�d 175°F(79°C) 3-Srass crofast�Model�-1 Adjustable Escutcheon" E-135°F(57°C)and 155°F(69°C) F-155°F 68°�_.------- _ --........._ ._...._` Footnotes � Nominal U.S.K-Factor provided in accordance with the i999 edition ot NFPA 13,Section 3-2.3. � 3 Metnc K-Factor shown is tor use when pressure is measured in kPa.When pressure is measured in BAR,muttipty the mefric K-Factor s hown by 10.0. Base part number is shown.For complete part number,refer to Viking's current price scheduie. 4 Sprinkler identi#ication number provided in accordance with the 1999 editfon oi NFPA i3,Sectian 3-2.7. 5 This table shows the listings and approvals available at the time of printing.�ther approvals may be in proCess.Check with the manufacturer for any additional approvals. � 6 For areas of coverage smailer than shown,use the"Minimum Water 5upply pequiremenf"forthe next farger listed area of coverage with sprin- klers of similar K-Kacror.Plow and pressures listed ara per sprinkler. �Llsted by Underwritsr's Laboratories,Ino.for us�;n Canada. a Listed area of coverage measured along ceiling slope.Consult Figure 3 on page 42 b for installation notes. 9 Accepied far use,City af New York Department of Buildings,MEA 89-92-E,Volume XVI. ' 1pULlC-UL L€sted as corrosion resistant. "Tt�e Microfast�"Model F-1 Adjustable Escutcheon is considered a surface-moun#ed escutcheon because it does not allow the fusible element of the sprinkler to be recessed behind the face of ihe wall or ceiling. �2 FM Approved for use in wet pipe sprinkfer systems(or preaction systems qualifying as wet systems)for proteckion of occupancies described in the Factory Muluai Engineering and Research Loss Preveniion Data Sheets and Technical Advisory Bulletins. , NOTE:fvlusf be instalfed with daflector Iocated between 4"and 6"(702 mm and 152 mmj from walla.Exception:Deflector may be located less than 4"(162 rrsm)from the wall in which the sprinkler is installed.Always inst811 with the top of#he daflector aligned paraflel with the ceiling or raof. , • � � � � ' � , � � � ' � I � I � � ' �� ! Spr€nkler 42 d October 1 B, 2002 � � MICROFAST�/Microfas#HP� HSW � � � � , SPRINKLER SIN VK442 ' (WITH C�R,EC,QREC,RESIDENTIAL, AND SPECIFIC APPLICATION LISTINGS.) DeflectorStyle ;-----Thread:Siz_e______ Nbminal K-Factor Overall Len th 5prinkler Base � Sprinkler ldentification _ 3 Inch ' mm U.S. � metric1 Inches mm � Part Num6e� ' Num6er(SIN)3 I � Horizontal Sidewall i Yz ' 15 5.5 7 9 2-11 16 68 3 , 09533 ; VK442 I Approva( Chart 2 r---Temperature �(EY Far Residentiat ApplicaSions On�y ��— Finish I ' MicrofasY�Horizontal Sidewall Sprinkler A1Xa--Escutcheon(ifapplicableJ I Maximum 175 PSI WWP T�is p�age appiies to system designs using SiN ViCa4�Sprinkiers manu#aeturetl aiter J€,�y t 2,2qp2, _ __ ___ �_._ —,.. . --_..... __ �____..._.� _—�.�_ I � _....,_ ._ ....., g.._.... I{rs;alled below smooth,ilat,horizontal ceiliags. I --- _._ Maximum Areas of Coverage6 j C]eilector Distanc� Minimum Water Supply Requirementse i Listin�s4 Width x Len th 8elow the Cerlin --..._..- _ .__ _ �_ _..._ �_..9� ----�� _-- ___T _t_ UL ..—�'.�GUl��YC I 12x12' 37mx37m ' 4"to12" 21 m 14.6 sl 795 min 1D05kPa A1X I A1X s - 14'x 14'(4_,_3_m x_4,_3_ml _.____� (102 mm to 305_mm) ; 22�pm @ 16 psi�3 3 L/min�a i 10 3• kPa) _r_.A1X_ A1X �._ � _ I _16'x 16'�4 9 m x_4 9� � 4"io 6" i _ 24gpm�19 psi{90.6 L/min p 131,3 kPal_ A1X � A1X I 16'x 18' 4 9 m x 5 5 m � (102 mm to 152 mm) z� m 24.1 si 102 2 min 166 2 kPa A1X � A1X i - I Installed below sloped ceilings up to and including an 8192(33 7°�pitch5. � � S rinklers m t be installed h with s ra directed the slo eb.Flefer tp Fi ure 4 below. Max�mum Areas of Coverage5�6 � Dellector Distance j � L1st1n s° I� Width x Length Be1ow the Ceiling J Mlnimum Water Supply flequirementss , i � �.... _�_ _ __._.. , _.. __ __UL.. 1 C-UL NYC I 72'x]2 3 7 m x 3�7 m_---- � -�-...._._.. __..._......_....�...... -- --- i _ t....._._,_. - _.. �� ) _21��u f46psi 79,5L/min@f00.5kPa) A1X � A1X _ 14'x 1a (4,3__m x 4,3_m) � 4"to 6" ,_??_9pm.�1fi psi(83 3 L(mm_�110 3 kPa��A1X_ q1 X � - � ......�_ II 16'_x 16 {4,9_m x 4,9 m} _. .__� {i 02 mm to 152 mm) .. 24 9Pn!�i9 Asi„(90 8,L(mm @ 131,3 kPa� _.i A1 X A1 X � - . - -... 16'_x 18 (4,9..m x 5LmZ__ . 28_gpm @ 25_9�si 106 LLmin(a�17$7 kPa1_�_ A1 X �A1 X - �._._._._._._.._��--—- Approved Temperature Ratings � Approved Finishes Approved Escutcheons I � ,1 Brass, Bright Brass, Ghrome-Enloy� X-Standard surface-mounted escutcheons or the Microfast� I A T55°F(68°C)and 175°F(79 Cj , y�hde,and Nava"o White ' ModeE F-1 Rdjustabfe Escutcheor�, or recessed with the ------ -- -'__, „ _._-_`_. __.�._ _._�_.__�.__.__ Micromatic�N{odel E 1 qr E_2 Recess_ed EscutCheon � Footnotes ��letric K-Factorshown is for usewhen pressure is measured in kPa.When pressure is measured in BAR,multiplythe metric K-Factors hown by 10.0. '' z Base part number shawn.For complete part number,re#er ro Viking's cwreni price list. � 3 Sprinkler idenfification number provided in accordance with ihe 1998 editian of NFPA 13,Section 3-2.2. �' °This table shows the listings and approvals available atthe time otprinting.Other appravals may be in process.Check with the manufacturer for any addilional approvaES. 5 Listed area of coverage measured along ceiling.Consuit Figure a below and"Residential Installation Guide"paragraphs that pertain to sprin- I klers with listings for both smooth,flat,horizontal ceilings and sloped ceilings for instaliation details. I � s For areas of coverage smaller than shown,use the"Minimum Water Supply Requirement"forthe next larger iisted area of coverage with sprin- I klers of similar K-Factar.Flow and pressures tisted are per sprinkter. �Listed by Undenvriter's Labora5ories,Inc.for use in Canada e The Microfast�`Mode!F-f Adjusiable Escutcheor+is co�sidered a s�rface-mo�nted escvtcheon because'ri does not all ow the fusible elerr�ent of , � the sprinkler to be recessed behind the face of the wall or ceiling. NdTE:Horizontal sidewall sprfnkfers must be installed with defleCtors located between 4"and 6"(142 rrtm and 152 mm)from walls.Exception: Horizontal sidewall sprinklers may be Iocated less than 4"(102 mm)from ihe walE in which they are installed.Always insYall horizontal sidewall sprinklers with the top of,the defieCtors.aligned parallel._with the ceiling_.or rooi. _.. _ _ _ .._.�_._..�._._�..._..__. __.._.______.._......___.--__ � NOTES; � 1.A single sprrnkler irtstallation has been shown tor clarity.Ao- � --. tual installations may require multiple sprinklers. � 2.Th;s figure shows an instaUation of a sprinkler at the � _.... p�als of a ' � �_ � slnped ceiling,with slopes up to and including an B/12(33�7°1 j { pitch.Spray may NOT be directed across the slope. � � � �- 3.When installing 5prinkler S1N UK442 hefow a sloped ceiling, �"' _._� the sprinkler deflectormu�t be located 4"to 6"(102 mm to 152 mmj below tf�e ceiling. � 4. Maximum height From finished floor io sprinkier deflector is �L For sloped ceil�ng instalia- t8-o". � Microfast� E ./ tions,the top o}deflector 5.Maximum width of compartment regardless of sprinkler area Residential HSW � V'`f `� ` � �be located 4"to&" of coverage is 32'-0". Maximum compartment sizes are Sprinkler SIN VK442 33.7°max. ��om the ceiling.Always based ors sprinkler listings.(i.e., 12'x 32',14'x 32',etC.) instafled with the --�-- --� align the top of the horizon- 6.Listetl areas of coverage are measured along the ceiling(for Viking Micromatic`� � tal sidewall defleCtor parailel sloped Ceiling installafions,actuai floor coverage will be less � Model E-1 or E-2 with Ihe ceiling.Ma�simum than the listed area). height from deflector to the 7-A maximum of iwo sprinklers are required to be hydraulically Recessed Escutcheon_.�.___.i,�_.._._,� finished itoor=18'-0". calculated per compartment. � Figure 4:Instatlation Guidelines for 6prinklers installad below a sloped ceiling. Sprinkler must be installed at the peak with aprey clirected dawn the slope. � i � � � � � � � � 1 ' � t i i 1 1 ! 1 � ! 1 � � � � • Qctober 18,2p02 Sprink{er 42 e � � MICROFAST�/MicrofastHP° HSW � , � , � SPRINKLER SIN VK442 , {WITFE aR,EC,QREC,RESfDENTIAL, AND SPECIFIC APPLiCATION LISTINGS.) 7hread Size Nomina!K-Factor Overall Len th Deflector Style � � � _.1 Sprirtkler Base ;Sprinkler ldentifiication � r Inch ; mm U S metnc� Inches___ mm Part Numher2 ; Numher(SIN)3 y _ __ .. r __ ....�............... Honzontal Sidewall '/z � 15 5 5.._. 7�9 2 11/16....� 68 3 09533 VK442 � .......�.. _ . __. _.. ... .._..._ .....___ .. AppCOVaI CI�C�I� .3 I Temperature KEY for Residential Applicatians Qnly `��— Finish � Microfast�'Horizontal Sidewall Sprinkler A1X�-Escutcheon(if applicable) �"his page appGes to sysiem designs using SIN VK442 5prinklets m0nufactured before,3uly 12;20Q2. _.... . . . _ ..__ .� _ ___.,. _,_—.�_ .._— --- --- Nlax Areas of Goverage5�s Mlnimum Water Suppiy Reqwrementss � Listin s4 � Width x Length j _� T T^ ^ Sin�le S�rinkier � Two or More Sprinklers UL?C-UE.7 NYCe — ___--- -�._.__---�---- --— - ....__...--- ------- ---- lnstalled�nrith dellectors located 6"to 10"(152 mm ta 254 mm)betow smooth,flat,horizontal ceilings. Or,installed 4"to 6"(102 mm to 152 mm)heiow sloped ceilings up to and including a 6/12(26;6°1 pitch5 wfth spNnkisrs�f„�,�I sArayinff�vrn the slope_Refer to Fi ure 5 on pa�e 42 f. _- — _--- -___.... � 12'x 12 (3 7 m_x 3 7 m)_ 21�pm a 14�6,�si 79 S Umin a 100 5_kPaa ..15 apm Ca�7.4�si 56 8_Umm_�5y 3 kPaL A1 X�A1X. A1X 14'x 14' 4 3 m x 4 3 m 22 m 16 si 83 3 Umin 110 3 kPa 17 m 9.6 si 64 4�min 65 9 kPa A1 X A1 X A1 X 16'x 16' 4 9 m x 4 9 m 2____4 gAm ��19 p5�90,8 Umin @ 131 3 kP� !21 m 14.6 si 79 5 min 1 DO 5 kPa AiX+A1X A1 X _. 16'x 18 (4�9 m x 5,5 m)__. _2�m�24.1 vsi 102 2 Umin 1fi6,2 kPa��22 � �m 16 si 833 min. 1103kPa)_ A1Xi A1X A1X 16 x 20�4,9 m x 611 m 32 g�m 33.9 si 121 1 I.Imin @ 233,4 kP1 �30 qpm @ 29.8 psi(113,6 Umin 2451 kPa A1 x! A1 X Ai X Installed with deilectars locatecf 6"to 1D"�152 mm tp 254 mm)belaw sloped ceilings up Yo and including a b1�2(26.6°1 pitch5 with s rinklers t�idg s ra in across the slo e.Refer to Fi ure 6 on Pa e 42 i. � ARax.Areas ot Coverages�b __....... .._.. _Mfmmum Water,_Supp�y_Regulremerrts6 �,______ Listmgs°.. __ � Width x Length Single Sprinkler I Two or More Sprinklers __ UL C-UL' NYCB 12'x 12'(3,7 m x 3 7 m 21 m 14.6 si 79,5 L(min @ 100,5 kPa) �15 qpm @ 7.4 psi(56,8 Umjn 51 kPa A1X A1X A1X 16 x f6 (4,9,m x 4,9 m)___ 24�pm�19psi($0,,8 L/min�137_,3 kPa� �21 gpm�14.6_p5i(-/9,5 LJmin�a 7pQ,b kPa� RfX� A7X A1X t � � ) �...._ ,. _ _ _ � Approved Temperature Ratings j Approved Finlshes � Approved Escuteheons A-155°F 68'C and175°F C ,1 -Brass,Bright Brass, Chrome-Enloy�' �,� Model�F� Adjust ble�EscatcheongeoYSrecessad w h�the White,and Navajo White Micromafic°_Model E-T or E-2 Recessed Escutcheon _ ......... .�......__,..,....._ ._ _ _..... _ _..., __ _ ......._... . . . ......... Foatnotes � 2 MetriC K-Factorshown is for usewhen pressure is measured in kPa.When pressure is measured in BAR,multip4y the melric K-Factorshown by 10.Q. Base part number shown.For comple#e part number,reter to Viking s current price list. 3 Sprinkler identification number provided in accordance with the 1999 edilion of NFPA 13,Section 3-2.2. 4 Th is tabEe shows the listings and approvals avallabla at the time of printing.Othar approvals may be in process,Check with the manufacturer for any additiona3 approvals. ' S Listed area of coverage measured along Ceiling.Consult Figures 5 and 6 on page 42 f and"Residential Installation Guide"paragraphs lhat per- tain to sprinklers with listings for both smooth,flat,horizontal ceiiings and sloped ceilings for installation details. 6 For areas of coverage smaller than shown,usa the"Minimum Water Supp4y RequiremenY'forthe next larger listed area af coverage with sprin- klers of similar K-Factor.Flow and pressures{isted are per sprinkler. �Listed by Underwriker's Laboratories,Inc.for use in C2nada. � e Accepted for use,City of New York Department of Buildings,MEA 89-92-E,Vplume XV. 9 The Microfast�'Model F-1 Adjustabte Escutcheon is cansidered a surface-mounted escutcheqn because it does not allow the fusib9e element pf the sprinkler to be recessed behind the face of the wall or ceiling. NOTE:Horizontal sidewall sprinklers must be installed with deflectors located between 4"and 6"{102 mm and 752 mm)fromwalls.Excep[ion: Horizontal sidewaH sprinklers may be located less than 4"(102 mm�from the wall in which they are installed.Always install horizontal sidewaH � sprinklers with ihe top of the defleotors aligned paraliel with the ceiling or roof. � � � � ' i � , � 1 1 I 1 � 1 1 1 ', i � 1 t � ! � � ' � � 1 1 , � � Sprinkler 42# October 1 S,2002 � � MICROFAST`�/MicrofastHP� HSW � , � � � SPRINKLER S1N VK442 , (WITH�R,EG�REC,RESI�ENTIAL, AND SPECIFlC AAPLICATION LISTINGS.) f -, !VO]'ES: ' i I � 1.A single sprinkler installation has been shown �- for clarity. Actual installations may require � muttiple sprinklers. ! - 2.This figure shows an installation of a sprinkler _... f at thP oe2k of a sloped ceiling.installations€n � r i this configuration are limited to a 6�t2{?6��6°l � slope. k 3.When installing a sprinkler a1 the pg�of ceil- �( -- ing,thesprinklerdeflector � mu.s.1 be located 4" � ':. to 6"(102 mm to 152 mmJ below the oeiling. i � 4.Maximum heighi from finished floor to s rin- � � �� R , � =� kler deflector is 18-p" I 5. Ma�cimum width of compartment regardless .'� � �- 1-- Top of deNector must of spr�nklee area of coverage is 32'-0". Maei- I � `::��"' be locateci 4"to 6"from mum campartment sizes are based on sprin- � ` f� 2 � X the ceiling.Always align 6 klei listings. (i.e.,12'x 32', 14'x 32',etc.) � M�cro fas t�Resi den tia l , 6 6°m a t o F o f h o r i z o n t a l s i d e w a l l •L�s t e d a r e a s o f c o v e r a g e a r e m e a s u r e d a l o n g ' ` deflector arallel with theceiling(for sloped ceiling installations,ao- Horizontal 5idewall Sprinkler - -- -----------�` !-----�-- p tual floor coverage will be less than the listed SIN VK442 rnstalled with the i ceiling.M�ximum height � from deflector to the area). ' Viking Micromatic Modei E-1 � 7.A mdXimum of two sprinkfers are required to or E-2 Recessed Escutcheon I finished floor= 18'-0". behydraulicallycalculatedpercompartmeni. ° _ __P_. _ i__ � I . Figure 5:Installation Guidelines—for Residential AppGcatipns Only. � Sprinklers installed at t �pg�k of a sloped cefling with spray directed down the slope. � Nlaximum Throw 1 16�-�" .. � �-r��1 --- Listed areas of coverage correspond I �� -�-� �` . to ceiling slope.(For sioped ceAing i ��`_, `-+ � installations,actual floor cov�rage � , tf _' ,} # will be less than the listed area. � Maximum ceiling �- •{ � � ; slope=5/12(26.6°�. ; See Note 2 below. i�, , ` �� ++� � � - ''� :_;�� i � `l. e' �`;;' _� �'y , � � �' �, `�+� �-- Maximum 8'-0"(2,4 m)high opening Top of deflector ms��t be located —��i \' .,�,.�Fr�� ; allowed in perimeter walls. 6"to�0"(152 mm to 254 mm)be- ''Si� low the ceiling.Keep the top ot the � ! ��.,, � I j j � deflecYOr paraklel with the oei�ing. � ��t ,�1�� ' i � �.� G � .� i .� � j � : : , �_,� '�z� ,:, ., ,�y � � �-,.-,:`.i I ��yf � NOTES: 1, 1.A single sprinkler installation has been shown for clarity.Actual installations may require multiple sprinklers. For multiple sprinkler installa- � j tions,sprinklers may be insialled o�opposite walls,throwing toward each other. 2.This figure shows an installatiqn ofa sprinkler on the�vf a sloped ceiling.Instatlations in this configuration are limited to a 6/12(26.6°)slope. 3. For"cathedral"ceiling applicafions,install sprinklers in a symmetrieal mirror-imaga of Figure 6. f 4. Maximum allowable compartment sizes are as folfows(area measured along slope): � One sprinkler,single wall: 1B'Width x 16'7hrow�calculate one sprinkler�. Qne spnnkler eacfi,opposite walls: 1 s'Width x 3 '7hrow(calculate two sprinklers). Two sprinklers,single wall:32'Width x 16'Throw(calculate two sprinklers). � Two sprinklers each,opposite walls:32'Width x 32'Throw(calculate two sprinklers). Thres sprinklers,single wall:48'Width x'Ifi'Throw(calcufate three sprrnkEers). � Three sprinklers each,opposite walls:48'Width x 32'Thrpw(calculate three sprinklers}. ' i 5.Maximum allowable number of sprinklers per compartmeni is six. i 6.Sprinktars may be instafled in any oombination ofaccepta6Ee insta{lation Iocat€ons,as long as eaCh sprinkler is fonated in accordance with its individual lis�ings. Figur�e fi: �nstaliation GuidefMes—far Residerrtial SprfnMers Only. � Sprinklers installed on the i�l of a sloped ceiling with spray directed across the sfope. _.............................�....__.__.._..____.._..__------.—..—... �. �_...--- — --- --- — Repiaces page 42 a-f,dated Aug. f 6,2002.Also refer to the appropriate v�cing general Form IVo. F 022697 care,installatlon,and mal�enance guide for the parttcular applicatlon type. " � i � � � 1 1 1 ! � 1 1 � 1 � i 1 1 � ! 1 i 1 , � � i April 77, 20�2 Sprinkler 142 d ' �' MICROFAS�� RESIDEN7I�L � ' � ► � HSW SPRIN�CLER ' SIN VK440 (4.3 K-FACTOR) 3. �RODUCT DE5CRIPTION Factorytested hydrostatically to 500 psi � Viking Microfast�'Residential Horizontaf (3 448 kPa). �= Sidewall Sprinkler SIN VK4A0 is a small, Spring: U.S,A. Patent No. 4,167,974 �'� high-sensitivity, residentiaf sprinkler $��a� U.S.A. Patern No, 4,796,71� ��;, available with several finishes and tem• Testing; U.S.A. Patent No. 4,831.870 I �;��a�,'a- peratt�re ratings to meet varying design Thread Size: Yz" (15 mm) NPT � requirements. Overall Length: 2-3l4" (69,9 mm) The orifice design, with a K-Factor of Nominal K-Factor.4.3 U.S.(6,0 metric*) 4.3,allows efficient use of available wa- `Metric K•factor shown is(or use when pressure is - - measured in kPa.When pressure i5 measured in ter supplies for the hydraulically de• aa,�z,muftiply the metric K•factor shown by 10.0. , signed fire-protection system. The SPRINKLER MATERIALS small,rugged 3 mm glass bulb and spe- Frame: Brass CaStings UNS-C844Q6 1. RRODUCT NAME cia!deflector combine speed of opera- Deflector. Copper UNS-C19500 ' tion and area of coverage to meet resi- Bulb:Glass, nominal 3 mm diameter ' Viking Microfasi`� Model M-4 Residen- dentiel sprinkier standards while being Bellevif(e Spring Sealing Assembly: i tial Horizantai Sidewall Sprinkler SIN aesthetically pleasing. Nickel Alloy, caated on both sides VK440t (4.3 K-Factor) pur+ng fire conditions, the heat-sens+- with Tefion�Tape i • Sprinkler Base Part 1Vumber 09787 tive liquid in the glass bulb expands, Screw� Brass UNS-C36000 � TSprinkler iden[ification number provided in accor- CaL1S[l19 thB g1855 t0 SI7atIe�, �@I@BSfR� Pip Cap and lnsert Rssembl Co er I dance wi[h[he 1999 edition of NFPA 13.Section y� �P 3-z.z. the pip cap and sealing spring assem• UN$-C11400 and Stainless Steel Available since�996, bly.Water ffowing through the sprinkler UNS-53040Q 2. MANUFACTURER orifice strikes the sprinkler deflecror, ACCESSORIES I 7he V'rking Corporation forming a uniform spray pattem[o extin• Sprinkler Wrenches: 1 210 I� Industrial Paric Road guish or control tfie fire A. Standard Wrench: Part Number I Nastings, �Iichigan 49058 LJSA 4.TECHNICAL DATA 10896W/B (av�ilable since 2000) or Telephone (616) 945-9501 Glass-bulb fluid temperature rated ta 45000CW16(no longer avaiiable) I -65°F B. INrench For coated and recessed � {877) 3$4-5464 �-55�C�� s rinklers: Part Number 07398W** Fax: (fi7 6)945-9599 Rated to�75 psi(1 207 kPa)water work- p I e-maiL techsvcs@vikingcorp.com �ng pressure. (available since 1990}, "`A%z"ratchet ls required(not available from.Vi- Sprinkler Temperature Nominal Sprinkler 7emperature Maximum Ambient ' Bulb king). Classificatian _ Ratirs Fusm Point z Ce�lan Tem erature'; Color Refer t0 the "Sprinkler AcGessories" ' � � section of the data book. Ordinary 155 _F{68.'Cj . . _. ._10Q F�3$..Ca ; Red _ Intermediate� _.__175 F(79°C) 750°F 65 C � Yellow Sprinkler Finishes:Brass,Bright Brass,Chrome-Enloy� (patents pending),White, and Navajo I White � _ __ ____ ..---------.._._._...--�- _.._. . __... _.._..__- Footnotes � Based on NFPA•13.Other limi[s may apply,depending on fire loading sprinkler location,and other requrrements of the RuEhnrity Navmg,lurisdicuon,Refer tn speafic insta�lation standards. z Thc s rinkler tem erature ratin is stam ed on the deflector. ' I I � I � I � � � Units of ineasure in parentheses may be approximations. Replaces pa e 142 d-h,dated March 22, 20q2, Refer to resi- 9 Form No. F_060197 dential sprinkler technical data page(i-ii)for generaf care, ' installation,and maintenance infarmation. � � ' , ' , ' ' � � � ' � , � � I ' i i � ' , , , � # • Sprinkler 142 e April 17, 2002 � `�' MICRO�AS7° R�SIDENTIR� � ' < < < HSW SPRINK�E�2 , SIN VK440 (4,3 K-FACTOR) Defiector Style NPT 7hread Size !Nominai K-Facivr Overall Lenqth �'Sprinkler Base Part I 5prinkler ldentitication .. . _ _. _Is}ches_ ........mm_..... t__U.S,_ � metric� _�_Inches_ .._...mm � __Number2___. _ �...__Number SI�! 3 ' - _..,...._�._�_.�.... ___.... Horizo_ntaf SidewaA �!z 15 4.3 6,0 i 2-314 69,9 ' 09787 � VK440 Appror►al Chart 'I Temperature �(�� :; ��nasn Microfast�Residentiaf Horizontal Sidewall Sprinkler p'[X�--�scutcheon if a licable ' _ This pagc appfies tq sysfent designs usirtg SIIV VK440 5prinkfers manut'actured t�ter JutY'�2,2002. lnstalled below smooth,flat,horiaonta!ceil"sngs with the defiector iocated _...�_._. between 6"and 72" 752 mm and 305 mm below the ceifin __.___._---__---�.�.��._�.�.�. __.._.S_�----- ' Maximum Areas ot Coverage��a � _ Listin sq Minimum Water Supply Requirement58 � --�—�9--�--- Width x I.en th � U�5 C-UL � NYC ._....__. .__..._....__.,1_2_'x 12_(3,7 m x 3.,7 m�_�______�_ _ 19 4Pm C 19.�Si 71 9 Umin @ 134,6 kP�.._ � A1 X ! A1 X i - �4'x 14�(4,3 m x a 3 m 22 m@ 23.9 sl 79,5 Umin @ 164 a kPa) � A1 X�— A1 X ��— Installed below sloped ceilings with slopes�p to and including an 12 . ° pitch.Sprinklers must be insialled atlhe osak � with spray d�rected down the slope with the deflectar iacated hetween 4°and B"(102 mm and 15z mm)helow the ceiting. Seray may NOT.,be direCted_aCross_the Slope.Refer to Fi ure 2 belo+H.The maximum,numher of 5 rinklers�er comoartment is two. --�----- Mexrmum Areas of Coverage�e ' �is�in Sa i Mmimum Water Supply Reqwrementse --9---- ' Width x Length i, _._.. __ �..__ __ ... ..._ — -U�6 _�__C ULg 9 � NYC. __. .. ._ . _ __ � .-_T __ _.... 12x12 (3,7mx37m _ �._��lggpmC�?_�95�si(719Llmi�C13a6kPa� A�X � A1X � � ._.._.. . .� 1___r�. Approved Temperature Ratings Approved EscutcNeons Approved Firnshes X - Standard su�fate-mounted escuicheons or the Vikin Micro� A-155°F(68°C)and 175°F 1 - 6ras�s, Bright B�ass, Ghrome- fast�Model F-1 Ad usta4le Escutcheon7°or recessed with the � (79°C) Enloy ,Whi[e,and Navajo White Viking Microm_atic�Model E-1 ar E-2 Recessed Escutcheon _..._...._...�..___.__--------__.�.—._ _._.�._—�_ 2 Metric K-Factorshown is for�se when pressure is measured in kPa.When pressure is measured in BAR,multrply the metric K-Factor shown 6y 10.0. ease part num6er shown. For complete part numBer,refec to Vikir�g's current price 1ist. 4 Sprinicier iden[ification number provided m accordance with the 1999 edition of NFPA 13,Sec[ion 3-2.2. This chart shows the iistir�gs and approvals available at the tirr3e of printing.Other approvals may be in process.Check with Ehe manufaeturer � for any additional ap¢rovals. 5 Listing is�or residential occupancies with smooth,Hat,horizantai ceilings.The dzflector must be Iocated between 6"and 12"(152 mm and 305 mm)beiow the ce+fing. 6 Listmg is fnr residential occupancies with slppes up to and induding an 8/12{33.7°)pitch.Sprinklers must be installed at the k with spray di- rected down the slope,7he deflactor must be focated between 4"and 6"(i 02 mm anc!152 mm)below the ceiling,Refer to igure 2 l�elow.The � maximum number of sprinklers per compartment fs two. �Listed areas of coverage are measured alOng the ceiling.Consult FEg�re 2 helow and"Residential Vn5lalkation Guide"paragraphs that pertain to side- wall sprinklers with iistings fior both smooth,flat,horizonCa!ceilings,and sloped ceilings,For inatailatian details. e For areas of coverage smaller than shown,use the"Min�mum 1l�ater Supply Requirement"For the next larger area listed.Flows and pressures listed are per sprinkler. 9 Listed by underwriters Laboratories Inc.For use in Canada. � �OYhevikingMicrofast`�ModelF-1AdjustableEscutcheonisconsideredasurface�mountedescutcheo�becausei[doesnoiallawtheFusiblee4� __ement_of the sprinkler to_be recessed behind ihe face oi the wall or ceifina• _,..��_ NOTES: ' 1.A singlespri�klerinstaAation has been 5hownFor clar- � � ity. Actual installatroRS may require mul[iple sprin- y,. klers, I� 2.This figure shows an installation of a sprEnkler at the `_ _..--._.__ � p�ak of a sloped ceiling,with slapes up to and includ- ... _ .:.1 ' in an 8/32 33.7° cth.Spray may NOT be directed � ' 9 _._L—_1 P� . ' � across the slope. 3.When installing Sprinkler SIN VK440 below a sloped r � � ceiling,the sprinkler deflectar must be located 4"to , 6"(102 mm to 152 mm)befow the ceiling, � �.`�' - _ 4.Maximum hefght from finished flmr to sprinkler defleC- ''�' tor.�7-0", � � For sfoped ceiling 5.Maximum widtn oP compartment regardless of sprin- � -_ installations,the tnp of kler area of coverage is 24'-0". Maximum compart- ' � � deFlector usE be loca[ed ment sfzes are based on sprinkler fistings.(i.e.,12'x 33.7°max. 4"to 6"from the ceiling. 24,� M�crofast�Residential ��_ Always align the rop of 6.Listed areas ot coverage are measured along Ehe ceii- HSW Sprinkler 51N VK440 t1�e horizontal sidewail ing(for sloped ceiling installations, actual floor cover� � instalfedwiththe detlectorparallelwiththe ageinthehorizontalplaneundersfopedceilingswillbe Viking Micromatic'� ceiling,tv�axirr�um height less than the listed area . Recessed Escutcheon From deflector to the 1 finished fio0r= 17'-0", ��A maximum of two sprinklers are required to be hy• draufically calculated per compartment. ' Figure 2:lnstallation Guidefines for sprinklers installed below a sloped ceiling.SprinWer musi be installecs�e�with spray direcEed rlp+dU]the sfope. , � � ' � , , I � � '�I I � , � � ' � ' , ' � 1 ! 1 1 1 • s �� April 11, 20�2 Sprinkfer 142 f I � �' MICRQFAST'� RESIDEN7IAL � � � � + � HSW SPRINKLER � ' SIN VK440 (4.3 K-FACTOR) NPT Thread Sizg__ Nominal K-Factor Ov_erall Length _ Sprinkler Base Sprink4er ldentificat€an � Deflector Style — _. .._,_.... �_..�_�.._ ' Inches mm U.S. �metric�° Inches mm Part Numberz Number(SIN)3 � Harizontal5idewalf Yz 15 a.3 � 6,0 ; 2-314 69,9 09787 VKa40 I Approval Chart 2 �Fpmperature KEY I Microfastm Residential Horizontal Sidewall Sprinkles �'; A1 K�£scutcheon iF a IicabEe) I � 7his�roagc applies to system designs using Sltv VK4�o SprinkEers manu[acEUred be[are luty t2,2Q02. II Installed below smooth,flai,horizontal ceilingse or sloped cei�ings virfth sprinklers at�eak spraying��p the slope16 _..__ .._.._..�.__ ___. _�with sl�es up to and includinU_a_��tch.itefer to F�ure 3 on paqe 142 . i Maximum Areas _� IWinimum Water Su I Re uirements�� a ' ___ —°___._ �_.�L—,— — - — Listin s i of Coverage��" �-- -- _Width x_Len�th_ Single Sprfnkler � Twa or More Sprinklers ULS�C-UL5�1z NYCS��a I ..-- --- ----- �— 12 x 12„�3 7 m x 3 7 m) 19 qpm @_19 S psi(71 9 Umin @ 134 6 kPa��15_qpm @ 12 2_psi�56,8 L/min�83,9 kPa)_ A1X�A1X A1 X I h .. ,_ _ ____.. , 14 x 14 (4 3 m x 4,3 m1 19 g�m�19,5 si 71 9 Umin @ 13A,6 kPa _� 16y�m,@ 13.8 p5i 60,6 L/min @ 95,5 kPa A1 X� A1 X A1 X 1& x�6'_(4 9 m.x 4,9 m� 2,2,}cprn @ 26 2_psi 83 3 l.imin @ 180,5 kPa1+17 g�m @ i5.6_psi 64,4 L/min @_107 8 kPa� A1X' A�X A�x I ��— � 1b'x 18'_(4 9 m x 5,5 m�_ 23gpm�28.fi psi�87�1 Llmin C�197,3 kPa i 18 pm @ 17.5 Si 68,1 Umin�120,8 kPa A1X A1X�A3X I ' Installed below smaoth,flat,harizontal ceifingse or sloped ceilings with sprinklers at ide spraying across the slope9 II _..._.........._. ..__....._..._.�._____....�wi1h slo�s u�to and including�itc^.- 9 •Refer to Fi ure 4 on a e 142 . Listin s ---1 _.9-.._.._—.�3�_-9_ —�.__.______ I Maximum Areas __ lulinimum Water Suppiy Re uirements" + � __ Wi_d_th x Lerr 7gth_.___ _� Single Sprinkfer � Two or Three 5prinklers U�6�Gl7L°��Z NYC6�i4 I 12 x 12'..(3?,m x 3,7 m� 19�gpm @ 20 5_.psi{71 9 Umin @ i 34.6 kPa�,_;..�5 gpm @ 12 8_ps�_(56,S,L/m�n�83,9 kPa A1 X� A1 X A1 X I ____ �_...__._ ... .._ 1a x 14'(4 3 m x4 3 m�_. 19gpm�20_5 si 71�3 Lfmin @ 134,6 kP_,a�_F16�pm C� 13 8 Psi,60,6�Imin C�95,5 kPa A1X A1X - j 16 x 16'(4 9 m x.4 9 m� _2�pm G�27,4� 83 3 l.lmin�lflQ,5 kPa !'I I t rn C 15 6 pst(64,4 L Imin @ 107,8 kPa� A1X A1 X A1 X � � � _ i 16 x 18'_(4 9 m x._5�5 m� 23_gpm C�?28.6 psi�87 1 L/min @ 197.3 kP�_I,�8 q�@ 17 5 si 68�1 L/min C�120,8 kPa) A17(; A�X A1 X I Appraved Tempereture Ratings APAroved Finishes � Approved EsGUtchenn5 1- Brass,Bright Brass,Chrome- ; X-5tandard surFace-mounted escutcheons or the Viking Microfast�' ' A-155°F(fi8°C)and 175°F(79°C) Enloy°D,W hite, and Neva�o : Madel�•1 Adjustable Escuteheon13,or recessed wich the Viking , _._. ___._.._. _ __ White �_ _�� ; Mfcroma[�c`�Model E-1 or E-2 Recessed Escutcheon I Foatnotes —__.� ---._v�------�._�.—_._`_ _ �Metric K-Factor shown is for use when pressure is measured in kPa.Vlfhen pressure is measured ln BAR,multiply the metric K-Facror shown by 10.0. 3 Base part number st�own.For complete part number,refer to Viking's current price list. i � Sprinkler identification number provid�rl in accordance with the 1999 edition of NFPA 13. 5ection 3-2.2. 4 This chart shows the listings and approvals available at the time of printing.Other approv8ls may be in process.Checkwith the manufacturer fo�any additional approvals. 5 Listing is for res�dential occupancies with smooth,flat,honzontal ceilings and ceikngs with slopes up to a s112(26.6°)pitch.See FooEnotes 8 and T0. � 6 LfStrng is 1or residential occupancies w+th sinooih,flat,horizontal ceiYings artd ceilings with slopes up to a 4/i 2(78.4°)pitCh.Sae Footnotes 8 I and 9. 'Listed areas of coverage are measured along the cei�ing.Consult Figures 3 and 4 on page 742 g,and"Residential Installatlon Guide"paragraphs[hat I e pertain to sidew�II sprinkfers with listinqs for both smoath,flaG horizantal ce+lings,and sloped ceiiings,for installaTion de[ails. When nllicrofast Residential Horizontal 5idewall 5prinkler 51N VK4A0 is instaAed below smoo[h,flat,horizontal ceilings,the sprinkler[�ust be in- � � stalled with the deflector located 6"[a 10"(152 mm[0 254 mm�below the ceiling I 9 When Microfast�'Residential Horizontal Sidewall Sprinkier SIN VK440 is installed or below sloped celingswith sprinklers atsi e speaying across the slope,the sprink4er�be irostalled with the deflectar located 6"to 10"(152 mm to 254 mm)below the ceiling-•Refer to Figure 4 on page 142 g. I ioThe maximum n�amber of sprinkters per compartment is ihree. when Microfast Residential Horizontal 5idewall Sprinkler SiN VK440 is installed at the oeak ofa s�oped ceiling and spraying c�own[he slope, I »it r[lusl be installed with[he detlector located a"to 6"{�02 mm to 152 mm)below the ceiling--refer to Figure 3 on page i 42 g. � For areas of coverage smaller than shown,use the"Minimum Water Supply Requirement"forthe nextlarger area IESted.�lows and pressures I listad are per sprinkler. 1zlisted b Underwriters Lahoratories fnc.for use in Canada. 13The Viking Microfast�'Model F1 AdjuStable Escutcheon is considered a surface-mounted escutcheon because it does not alfow the fusible � 14element of the sprinkfer to be recessed hehind the face of the wal�or ceiling. ' Accepted for use,City oF New York Department of Buildings,MEA Number 89-92•E,Vol. 15. !I � II i 1 I � I I • i 1 1 1 1 1 1 � r � � � � � � � � , t � � � � � � Sprinkler 142 g ' April 17, 2002 � `� MfCROFAST� RESIDENTIAL � r � ► HSW SPRINKLER , SIfV VK440 (4.3 K-FACTQR} _ . ___ �----- ------ n�ores: - � ; ' � I' 1. A single sprinkler installation has been ishown for elarity. Aetual installations may � require multiple sprinklers. � � - 2.This figure shows an ins[ailation of a sprin- i. � i -.__ kler at thepeak of a sloped ceEling,Enstalla• tions in this contiguration are limited to a .��__.._ fil12(2�6°1 slope. 3.When installing a sprinkler a[the p��k of ceil- � I ing,the sprinkler deFlector must be located 4" `4 " ' to6"(102 mm to 152 mm)belawtheceiling. � 4.Maximum height from finished Floor to sprin- �x .-_ � '` kler deflector is 17-0". ��-� 5.Maximum width oF compartment regardless ' ` of sprinkler area of coverage is 32'-4".Maxi- � Top of deFlector mum compartment siZes are based on s nn- ;�� .._ p1l�t be located 4" p � �j�, � t0 6"from the kler iistings.(i.e.,�2'x 32', 14'x 32',eic.� ' � 26.6°max. ceiling,Always align fi.Listed areas of coverage are measured along ' the top of the the ceiling ((or sloped ceiling installations, � Microfast�'Residential ---- - --� horizontal sidewall actual floor coverage in the horizontal plane Horizontaf Sidewall defleCtor parall�l u�der sloped ce+tings wiN be fess than the Sprinkler 51N VK440 with the ceiling. lis[ed area). , installed wit�the Viking — Maximum height 7.A maximum o(two sprinklers are required to Micromatic�Retessed from the deflector Escutcheon --��`�.�— to the finished be hydra�lically calculated per compart• ' floor= 17'-0". ment. � Figure 3:Insiallation Guidelines for sprinklers installed at the eak of a sloped ceifing with spray directed�q�p Ehe slope. � - - ----_— -- __ ----- ----- _.�- Maximum Throw �� 18'-0" ' I � ; ��;�t�. --- Listed areas of coverage correspond ta ceiling �� F �� slope. (For sloped ceiling fnstallations,actuaf , � � floor coverage in the horizontal plane under Maximum Ceiling . *` �fi - rt �`� , `?, sloped ceifings wiH be iess[han the listed area.) � �! slope=4112(18.4°). � � ,�, � ,�� + :� � I See Note 2 below. {7°- * �,� I � l+� r r �`�a � A � ! 7:� �'t� y i � � �'�'{ f y}-� �1�. i � Y`�' _h+µ.�. �!-�'y'r,y�,�1 ��' ' F �� i ��L• � ��+ �r �+�;�" h L Maximum 8'-0"(2,4 m)high � To of deflector �'j }�� '' i opening allowed in perimeter p rrius�be iocated fi' — � �'�-�-i`�;�+^ i � i walls.No length restrict�an. I to 10"(�52 mm l0 254 mm)below i � � I i � ; the ceiling.Keep the top of Ehe i �.�� '1� � � E i deflector parallel with the ceiling, � � �_; E i � �,� �� i � f�� `'� �, -...� : .�1;i ' � � = ��r ai �;_�, -�y" �NOTES: i 1,A single sprinkler installation has been shown for clarity.Actual instalfations may require multiple sprinklers. , �' 2.Thisfigure shOws an instaliation of a sprinkleronthe�of a sloped ceiling.Instalfaiions in[hisconfiguration are limited to a 4!1_2(18.4°�slope. � 3. For"cathedral"ceiling applicatlons,install sprinkiers in a symmetrical mirror-image of Figure 4. '4.Maximum allowable compartment sizes are as follows(area measured along slope): � One Sprinkler:18'VVidth x 18'Throw Two 5prinkler5:32'Width x 18'Th�ow � i Three Sprinklers: 48'Width x 18'Throw ; 5.Maximumallawahlenumberofsprinklerspercompartmentisthree.5prinklersmaybeinstalledinanycombinationoFacceptableinstallation locations,as long as each sprinkler is lacated in accordance with its individual�istings.All sprinklers in a compartment must be induded inthe � hydr8ulit Calculation, ' �_ Figure 4: Instal3ation Guidelines for sprinklers installed on the Si�o(a 5loped ceiling with spray directed across the slope. Replaces page 142 d-h,dated March 22,20p2.Refer to resic�ential sprEnkler technicaE Form No. F 06Q197 data page(i-ii)for genetal care,installation,and maintenance informatian. - , � � ' , ' ' � � 1 � , � � ' � � r � � � � � r r � , . • May 3, 2002 ' Sprinkler 41 a � MICRQFAST�AND MicrofastHP`� � ' � ' ` QUICK RESPONSE ' PENDENT SPRINKLERS 1. pRODUCT NAME Min.operating pressure:7 psi(48,3 kPa) Viking Microfast`�' and Micro#astNP`� SPRINKLER MA7ERIALS ' Model M QR Pendent Sprinklers Frame: Brass Castings UNS-C84400 or , �^ � UNS-C87400 2. MANUFACtURER '' ��`��'� Deflector Copper uNS-C�95oo for I The Viking Corporation Sprinkler Base Part f�os. 06662B, 210 N. Industrial Park Road 066666, and 06765B. 8rass II � Hastings, Michigan 49058 US.A. UNS-C26000 for al�other Part Nos. 7elephone: {616) 945-9501 ' {877) 384-5464 � :�� Bushing (for Sprinkler Base Par� Nos. �ax: (816) 945-9599 "��'��' 06718B and 067208): Brass UNS- ' C36000 e-mail:techsvcs@vikingcorp.com Bulb: Glass, nomina4 3 mm diameter 3. PRODUCT DESCR1PtION Belleville Spring Sealing Assemdly: Viking MicrofasCw and MicrofastHP�' 4.7ECHNICAL DATA Nickei Alloy, coated on both sides ' Quick Response Pendent Sprinklers LISTINGS AND APPROVALS W�th Teflon`�Tape are small, thermosensitive spray sprin- Refer to Table 2 an page 41 b. Screw: Brass UNS-C36000 klers available with several finishes, �lass-bulb fluid temperature rated to Pip Cap and Insert Assembly: Copper temperature ratings,and orifice sizes to _g5°F(-55°C). UNS-C11000 and Stainless 5teel ' meet design requirements.The special Minimum operating pressure; 7 psi ��S-S304a0 Poly finishes and Teflon'�coatings can (48,3 kPa). Pip Cap Attachment:Brass UNS-C36000 be used ir� decorative applicatio�s Rated Water Working Pressure• Sprinkiers with Polyester Coating or I where colors are d�sired. In addition, Sprinkler Base Pa�t Nos. Ofifi62B, Poly Finish these two finishes are corrosion resis- 067788, and 06932B are rated $elleville Spring Sealing Assembly: , tant and provide protection against for use with water working pres- Nickei Alloy,coated on both sides many corrosive environments. Sures rangingfrom the minimum with Teflon`�'Tape, exposed The pip-cap and sealing assembly of 7 psi (qg,3 kPa)up fo 250 psi (1 R�P Cap and Insert Assembly: Cop- � the sprinkler is held in place by a rugged 724 kPa)for high-pressure sys- per U NS-C11000 and Stainless I � 3 mm glass bulb.During fire conditions, tems.High-pressure(HP)sprin- Steel UNS-S30400 ' when the temperature around the sprin- kiers can be identified by locat- Sprinklers with Teflon'�Coating kler reaches its operating temperature, ing the number"250"on the de- gelleville 5pring Sealing Assembly: the heat-sensitive liquid in the glass flector. Nickel Alloy,coated on both sides ' bulb expands,causing the buEb to shat- All Other Part Nos: Maximum 175 with Teflon�k �ape, exposed ter, releasing the pip-cap and sealing Psi(1 2d7 kPa)wwp. Screw: Brass UN5-C36000 spring assembly.Water flowing through Factory tested hydrosiatically to 500 psi Nickel plated. the sprinkler orifice strikes the sprinkler {3 446 lcpa}. Pip Cap and Insert Assembly: Cop deflector, forming a uniform spray pat- Spring� U.S.A. Pa[ent No. 4.167,974 per UNS-C11000 and Stainless ' tem to extinguish or control the fire. Bulb: U.S,A. Patent No. 4,796,710 Steel UN5-530400, Teflon� 7esting: U.S.A. Paten[Np.4,831,670 Coated AVAI�ABLE FINlSFfES I Sprinkler Temperature I Nominal Sprinkler 7emp. Maximum Am6ient Bulb B�ess, Bright B�ass. Chrome-Enloy� , __.__.Classification _....�._ _Ratin Fusi�cn Point Ceiling Temperature_'_ Color2 (patenfs pending), White Polyester ordinarv 1 i35°F 57°C 1 °F 3 ° ran e (White Poly finish for Sprinkler Base Part _ Ordinary__ ; �55°F(s8°Cl �_ 100°F(38°C�, Red No.06662Bonly),Navajo White Polyes- , Intermediace +__ 175°F_179°C,��_.T_ � 150°F�65°C�_____ Yenow_ ter, B1ack Polyester,and Black Teflon� i , Int rmediate 2oo°F 93°C � 50°F 65°C Green ACCESSORIES H� h 286°F rta7 °C 2z5°F �07° lue SprinklerCabinets(Avaifablesince1971): Sprinkler Finishes:Brass,Bright Brass,Chrome-Enloy�(patents pending),White Polyes- A.Six-head capacity:Part No.01724A ter(White Po�ly finish For P/N D66626 onlyy, Navajo White Polyester,Blacic Polyester,and g_ Twe[ve-head ca acit : Part f�o. Black TeFlon p y ' Corrosion-Resistant Coatings3:white Polyester(White Pol�+finish for P/N ofi6626 only), 41725A Nava'o Whi[e Polyester Black P I ester and B�ack Teflon 5prinkler WrenChes: Footnotes A. Standard Wrench� Part No. 'Based on NFPA-13.Other limits may apply,depending on fire loading,sprinkler location, 10896WIB (available since 2D00) and otl�er requirements of the Authority Having Jurisdiction.Reter to specific installation or05000CWIB{no longeravailable). � standards. B. Wrench For coated and recessed �The temperature rating is stamped on the deFlector. A The corrosion-resistant coatings have passed standard corros�ort tests required by partic- Viking MicroFasW P'� Sprinklers: ular approving agencies.Refer to the approval chart on page 4i b.These tests cannotand Part No.07398W* do not represent all possible corrosive environments.prior to installation,verify through ' A /�° ratchet is required {not availabfe , t�e end-user that the coatings are compatible with or suitable for the proposed environ- chrougr�vik�ng). ment.The coatinys indicated are applied to the exposed exterior suriaces only, Refer to the "SPRINKLER ACCES- NOTE:The Spring rs exposed on sprinkl Table j 7eFlon6 Coating or Poly finishes. SORIES" SeGtion of the Viking Engi- neering and Design Data book, , �iote Units of ineasure in parentheses may b�approximations. Replaces page 41 a-b, dated November 14. 2007 (updated Form Na F_08�296 sprinkler materials list). Referto technical data page QR1-2 For care,installation,and maintenance information. � r � • Sprinkler 41 b May 3, 2002 � '� MlCROFAST�AND MicrofastHP� � ' ', ' � ' ' QUICK R�SPONS� , PENDENT SPRINKLERS _._ Approval Chart Temperature �(E �.__....____.. � Microfast�and Micro(astHP� i j FiniSh ; Qurck Respnnse Pendent Sprinkless$ A1 XF Escutchenn(if applicabEe)I _.,.... ....,�.__ _ __.._ _.._...._.._ .__.. __�.-- -__.�_ _...�...-----._. _ �-__---: __..=. Maximum 175 P51 WWP - - -..... ._._..-� -- _ -- ---- --�t�n�ard_QC�fiG�_�_�� ---_ _. ._._�-. .' ��iP 1z �- 1z s t n8 �- -- - �L�s1i��s_and,Ap rniratsz -- -__ _ ' Ihre d..5�ze __S.pnnkl�rQ r Lan_.�.. lCFacta��fl e th NPT BSP Base Part No. ildentification U.S. metr�c lnches mm ' UL C 1FL13 I FMB NYC3 UdS LPCB , � 3!4' 2Qmm. ....Afififi6�_ �LK352 _8�f1� -71.5_ .' �2.4_ 6L1A2X.�2Y aax g?�L�1�1X`BLY A2X.H2Y S�1 _- Yz Ofi7fifi�. � , ykS.'�S2 �._.B_0_ �___i 2.2.--- s4 '-A2X._�2X A2X...821L�_ __ . A2X.._H2Y - _. .. . .. _.._.__._ ��nall Qtit- ,_._._..__ .�m_._�_.. __ lz_�1.5.mm} Q577$B4 .1(K�29 _2.8 4 A__.� 2�.__._ fi� �9 2 X._B 2 1 L A 2 X.g 2 y _ - Yz' __ Il&]2Q.6."..... � __�1C331 _ __9_2 � 2.Z _ f4 ?A2X..B.2. 92X.82Y �_��2X.S�Y�_- �� {. __ }. � - ]Ilmm�........D5932�_ _1CK329.__�_ ;___ �___.l_ �.3_.. 5fl._��__. � �1 -_ —_ Maximum 250 PSI WWP Standard OrrftGe _........ _.._.. _ _ _ �_ ,_.._. _ �.,.„ _ _ . -_�_�___._ -__.,,. z...� - ih[e sl Size _ [�escr�ptiun_._ �Hnmin -.a�ct4 OyQrali ngth�___�...__ .__.�__ _r . . .. _.._ NPT BSP 6ase Part Na�I�dentifi'Ztionf U.5.72 metrice I Inches mm �` UL C-UL13 � FM NYC�� Vd5 LPCB , � _ _ .._- �{[ ._ -�na�[ 6 �__ __ � `_ _-....� lz_�70 mm�..y_�_.069]325._._ _,.._-llK�_ �1__�-��2 3_ ��'�A2X....�2`L ---_- - - __ _ _ --'— - _ � A roved Escutcheons Approved Temp,Ratings � PP f Appraved Finishes X - 5tandard surface-maunted escutcheon or A-1775o F {79CC�5200(F$(93;� 'g�ass and Chrome-Enloy� 4 � the Viking Microfast'�' Model F-1 Adjustable °C).and 286°F(141°C� �2-Brass, BrighF Brass,Chrome-Enloy ,White Polyester,Na- Escutcheon�a vajo While Polyes[er',B1ack Polyester�,and Black Teflon�� Y- Standard surface- unted escutcheon or g �750 F�(79CC�1 and 200CF i 3-Brass,Chrome-Enloy�,and W�hrte Poly Finish � the Viking Microfast�Mode!F-1 Adj�stable , 4-Brass,Bright Brass,Chrome-Enloy ,WhitePoly Finish ,Na-I Escutcheon�� or recessed with Lhe Viking C-155°F�(68°C) � vajo White Polyester�,Biack PolyesCer�,and Black TeFlon`�� I Micromatic� Model E-1 or E-2 Recessed Es �utcheon Fqoinates � � 8ase part number is shown.For compleFe part number,refer to Viking's current price schedule. t z This table shows the listings and approvals available at the time of printing.Other approvals may be in process.Check with the manufaCturer for any additional approvals. 3 Accepted for use.City of New York Board of Standards and Appeals.Calendar Number 219-76-SA. 4 The sprinkler orifice is bushed, 5 Refer to the"Sprinkler Accessories"section Of Ihe Viking Enymeering and Design Dala book for teChniCal da[a on approved e5cutcheons and � other accessories. 6 ULlGUL Listings and NYC Approvals limited to Light-Hazard Occupancies with hydrauiically calculated wet systems, 7 ULlG-UL L±sted as corrosion vesistant. 9 Metric K-�actor shown is foruse when pressure is measured in kPa.When pressure is measured in BAR,multiply the metr€c K-Factor shown by 10.0. FM Approved tor use fn wet-pipe sprinkler systems(or preaction systems qua�ifying as wet systems)For protection of occupancies descnbed ' �oin the Factory M�tua�l Engineering and Research Loss Prevention data Sheets and Technical Advisory Bulletins. TheUiking MicroFast' Model F-3,4djustable Escutchean is considered a surface-mounted escutcheon because itdoes noE allowthe Fusible el- ement of the sprinkler to be recessed behind the face of tl�e wall or ceilin . ��AcCepted for use,City o(New York Department of Buifdings,MEA 89-92-�,Vol XVI. 1zSprinkler I.R. Nos.and nominal U.S.K-factors provided in acco�dancewith the 1999 edition of P1FPA 13,Section 3-2.2 and 5ection 3-2,3. 13�fsted by UnderwriEers Laboratories Inc.for use in Ganada. � Table 2 Quick Response Pendent Sprinkler Z-�/S" with a Standard 1/8"{3,1 mm) (54 mm) Z-�/8" � � Surface-Mounted Escutcheon {54 mm} ':,;:: o>n � 2-1/4" �� (57 mm) y �`��' � ; ., ..,... � _ � �..��;t�;.:. rs . ' 2" t-I/2" (32 mm} �";��' '.;. 1-3/4" (51 mm) A�lnlmum (45 mm� Maxlmum �_3f4" 1-1/S" � (45 mm) (28,6 mm) Mln. Quick Response �_ �� Maximum _� , Pendent 5prinkler quick Response Pendent Sprinicler � � Installed wi[h the Viking Microfast� Ceiling Opening Si2e:2-5/16"(59 mm)Minimum, Model F-1 Adjustahle Escutche0n Quick Response Pendent Sprinkler 2-1/2°(64 mm)Maximum. Installed with the Viking Micromatic`� ' Figure 1 Mode!E-1 Recessed Escutcheon Replaces page 41 a-b,dated iVovember 7 A,2001 (updatec!sprinkler materials list).Refer Form No. F 081296 to technical data page QR1-2 for care,instaliation,and maintenance information. - i • � ' ' , ' � � I ' ' I , ' ' ' , ' , I ' i , � , ' �e Copper Tube Handbook: Table 2c.�ensions and Characteristics of T�pe�opper Tube Page 1 of I _��PP'��t�'�I�t�H�N��{'�K � Technical Data: Ta_b_�es. Table �c. Dimensions and Characteristics of T e M Co er Tube 1 Nominat demensio.tts,inehes Calculated values(based on nominaE dimensions} Nominal ' or Weight Weig�t standard Cross of tube of tube& Contents of tube sectional only, water per linear ft size, area of ounds inches p pounds i ' Dutside Inside Wall bore, per per diameter diameter thickness sq. inches linear ft. linear ft. C�ft Gal. 3/s .500 .450 .025 .159 .145 .214 .00110 .00826 � '�� .625 .569 .428 .254 .204 .314 .00176 .Q13 �� 2 � 3�a .875 .811 .032 .517 .328 .SS 1 .00359 .0269 � � � � 1.125 1.055 .035 .874 .4b5 .843 .00607 .0454 ' f �/:, 1.375 1.291 .042 1.31 .682 1.25 .00910 .4681 'I � '�� 1.625 I.527 .0�9 1.83 .940 1.73 .0127 .0951 � � � 2.125 2.049 .058 3.17 1.46 2.83 .0220 .165 �� I 2 �� 2.625 2.495 .065 4.89 2.03 4.14 .0340 .254 ' � � 3.125 2.981 .072 6.98 2.68 5.70 .a485 .363 I � 3 �/� 3.625 3.459 .083 9.40 3.58 7.64 .0653 .488 �� 4•125 3.935 .095 12.2 4.66 9.83 .0847 .634 � �� 5.125 4.947 .109 18.9 6.66 14.g ,131 ,gg2 � 6.125 5.$81 .I22 27.2 8.92 20.7 .189 l.�l , 1 � 8.125 7.785 .170 47.6 16.5 37.1 .331 2.47 �� 10 10.125 9.701 .212 73.9 25.6 57.5 .513 3.84 �, , 12 I2.125 l 1.617 .254 146 �� 36.7 82.5 .736 5.51 ' E C�P��A T�1��i�A�D��I ' ' , '�� p www.copper.or�/tubehdbk/tables/tah1e2c.htm1 ,�J�n/�nn� • • r � � � � � � � � � � � � � � � � � � � � � i , � � � VSR-CF �� p VANE TYP�W,qTERFLQW ' FOR COPPER OR PIR.AST C PIP� Patter Electrlc Slgnal Company 2081 Cra1g Road+St. �ou�s, Mafi3T46•4181 Fatf�r�lectrfc Signal & Mfg,, LTD, ' (3f4J 878-4321 •(g00}3�5-393& 55 Gfen Cameran Rogd www,pot#sralgnal,com Thorr�hlll, OntariQ, Canada L3T fP2 (905�882•j 833 , _ llL,CSFM end t�YBSA�ISTED I Servlce pressure; Up to 175 P51 Mlnlmum Flow Rate for Alarm; 10 GPM , Maxlmum Surge: 18 FPS Contact Ratings;Two sets of SPDT(Form C) i5A Amps at 125/250 VAC 2.0 Amps at 30 VDC resistive , Envlronmentaf 5pe�Hfcaifans: �� +5uitabie for=indoor flr outdoor use with tactory i�staNad gasketand die-cast housing. 'NEMA 4/IP55 rated e�closure•use with appropriate cond�it fitting ' �Temperature range: 40°F to i 2p°F(q,g��to 49°C 'Non-corrosive sleeve factory installed in saddle ) "�`'c�"r� Cor�duJt Entrancea: Two knockouts provided for 1/2"conduft , "`�'� � Cautlon: This device is nof lntended for applications in ...�zr..:... � � �'�,' explosive anvironmants, Slzes Avaliable: , 2'�21/2"�3"and 4"for h'pe IC, L and M coppe�pipe �'►P�SECTION SHOWM 2"�2 �l2"and3'torlistadCPVC i e F4A ILZUSTRATION (Sfandard Dimensional Ratio) �p 'SpR f 3,5 PURPOSES ONLY 52rvlce Use: '' � U.S.Patent No.3g21 ggg, �a�adian Patent No. i 009fi8p �� Qiher Patertts Pending, Automatic Sprinkler One ortwo farnily dWe��ng NFPA-13 Potter Electric, Rd,, lggp Aesidential occupancy up to four stories �FPA-13D ', National Fire Alarm Code NFPA•13F3 ' 1 Optfonaf: Cov�rTamper$witch Kif,Stock No,009DO1gPA-72 G�NEAAL INFOflMATION The Model VSR•CF is a vane type watertiow switch for use on These dev�iceo may�be mo nted on horizo , wet sprinkler systems, It is UL Listed for use on type K, L a�d M coppe�p�pe, sizas 2' thru 4'and Nsted CPVC I e, On horizonta! pipe they should be installed on� the fop sidel of SnR f3,$ �Siandard dimensional ratio), sizes 2' thru 3■p the plpe whera they will be accessible. The units should not be installed withfn 6" of a fifting whfch changes the diiection ' The unit may also be used as a sectiona! waterflow deteCtor of the water flow ar within 24" ot a valve or drain, on large systems. 'I Draln #he system and drfi! a hola in the pipe using a circular The unrt conta�ns two single pofa, double throw, snap action SaW �� a slow speed drill, The 2" and 2 1/2" devicas require a SW�t�es and an adjustable pneurnatic reiard, The switches hofe with a dfameter of f 1/4" fi/�6�, All other sizes require are actuated when a flow oi �0 gallons par minuta or mora °�curs downstream of the device, Ths ifow cor�dition must a hole with a dlamete�af 2' +i116', -1/g`, exist for a period ot iime necessary to overcome, Clsan the ins[de oi tt�e pfpe of all ro I rstard period. fhg sefeCted a distance aqual to the pipe diameter an e ther slde otf t e f�r ' FNCLOSUq�; �D1e� die• The unit is enclosed in a generaf purpose, A�II the vane so fhat lt may be inserted into the hole; do not c�st housing, The cover is heid in pface wfth two tam er resistant ,s�rews whlch require a special key tor removal, A saddle polnts in the direction of the waier flow, Inst 'fiald insta��e cover tamper swlich is availabfe es an optlon add�e 8craase it. Insert the vanes so ihef the arrow on the whfcFr may b� used to indlcate unauthorized removal ot the trap and tighten nuts alternately to an eventulal�hg cover, Sse bulle�in no, S4p0775 for instatlatio� lnstructfons of fns die oi the{p pe or bind n�any way� �'ane must not r�b the this switch, �RIHTED IN USA ' MKT h�88000Q2•REV M �lFQ,#540077t •2/97 PAG�1 pF x ' ' ' � � � vsR-cF VAhJ� TYPE WAT�RFLOW � SWITCH VVITFf AETARD � FOR COFPER Qq PLQSTIC p�p� FIG, 1 FlG, 2 � SWlTCH T�RMI�JAL COI�JPJECTiOt�S °`�`�r `' " � J� ��; , = E,_ _ -" x.c� ,�,� CLAh'1PIrJG PLATC TERMfM.AL ��`��`��' �s��"�4 ��`c,�,,,,, �'� � �'. �,u� ��P rE iRCC� Tu E GEL � �� .__T�Piu �LV � .i� �.�-% Tr�t[ il:r'Y rlf lir.,�,r �� t i cT r�, I c[ .F. �, �,.�.,'��\� . . ' - � . __ - �� rnC✓c[JT Y�L�c AL.Gld� ~ �� b^' �'-., . _' 1 � - � } �� _ _ cT.I�Jf � U,�� f ��r ,JI�� -��i,.TE FC- rrii� � C.�� r� , -r---a.-. � �' '`c .�'' �.rTr�Fy Str �,T .e'" � ,. i.�� '`"f I � �°' '��` � °�, i i �� .1� ,! �r� rd'< r u�:,iF�l, D�?iLL r H%��E h� '� .� `-�'� :,NFO r :W - - 1 ' �;; udUn�q7EC�r �\M � I : CC �� •` � r �{ � - ��z� �� F ,�T,�„ c,�� nrt�Si,E � `�_\ � _��T, r GF r.'T�FF_��,i,y �r u lr��2.. i �is' x i��9" � J F'GLL F�.GGIE II� - - _ ,. -_ � 'i —.._- rFPGSiiF L'iR�r-ip�a �_� .�;u��;' , ,�ir - ;'e' �� l OF v>F i FF E LC�v� 'CAUTIQN� f ' t _= J �r� J° d: u" ci-r ��l �r•�`CRi COLL�.R��nJGE� ,�,r unirsu�ated saefion of a single - - �'�� T F� ;Hr,wra ro�,r+��cfor shouid nat be loopad 2raund ��! ;,, ��. ;hs termina! and serv� as two saparate u�FECr�or� r,r / c�ra �° <�� , � � , E, �.E 'cor�noctions. The wire musi be severed, w;.rF�F�r w , ;��. N,�er�E� ror� cr�vF�F .r�.reby pr�oviding supervision of tha `'`•,,,�°°`�� --/ P'�� °� N`zaor,e� r��K �� P�n57i� PiPE i 4ar�nect�on in the event that the wire � �� ^com6S d'�cic�G?d ir�nt under ih9 "�'��o> "FrF^c s�Tnr.r,s rr, �� ( sFC.� FrminaL ,_, p � - �, � � E f. �- .�G � � I � � _ s � - . �'i`-'` i- --=� � F _ Si�C � J �-v;r;. �?'i-?❑ =LeFTEP- �_ fG 3 �, �,.-�, FF .E : TYP1CqL �LECTRICAL CONN�CTIONS _ � ��,_� -�� - ��,r,-. -'�_f � -'-' F� CLF55 B rci'rlE B1 EhCI� _F-U�df GE.i,TrjF rh:7 �i E Nr:T' _. ., __.F�; � �Y�ycL �,, � ---�� .� � `�nk�� Grd oaE�J Gn�> r�0 E on� k�,yF,1A qLr.FAI E�L ` � �ESIj'��F� ��s�nac CE�"'-_ -� Note: For superv�sed circuits see =u'��:'�sEO �ooP �sEt F��rE, "5wfrch Terminal Conne�ctions" �'�"�� ;,,,r��w :_.,,,, `"—� , �--_�� TJ drawing and cautian �ote (Fig. 1}, F��i� OFE�J Or� CL�JSE Or1 �GD'� � -'' � a.L4�u ;r,�'�r� � � � .C;SE Or•J COl�TRr,� ��eR�,� � bF':�IeE�• GMIA PAIJE� GP, PFiUF,M �� ,. T�;� CC�NITF�L �-�� 7E: The Model VSR-CF has #wo switches,one can be used to operate a central�station �ignaling unik, while che okher contact is used ro o era.e a Iecal a�dlble � proprietary or remote A r or visu�i annurciator. Tlt�� "6 f�cn� q �� '-�cy oi inspec�;on and 1�sting foT �he moa�P Pf there �re na provislons for tesfing the opAration of the ~-�F �nd �ts associated prc�tecf'rve monitoring system tlow de�ection device on tne system, llcaticn ^ `?_=r'' '� acr.ara�nce ��,�ilh ap,�licable I�lFP ' a Cades VSR•CF is not recom�mended or adviszble, �f fhe __ a ��=�� 2n*?/cr the a!athoriiy having iurisdictior� _ -�=c;,.�=, •��cR'm�=n�- n� �t�, � ' - 5 �.�3. .,r�y ar ��nor� frequent• A minim�m fYow of 10 gpm is required to 2ctivate thfs c�e��ice. -��r�� l��a �inspector's fesf valv:, lh�f is usually 1MPORTANT NOTfCE: Pleese advise tha ers - � 1'�e end cf th� most remote branch line, p on '�� '�Y� b° used for tesf purp��q�, respons�bfe for Ces�lr��g of the ffre prolection system th�t this system r�usf be tested in 2ccordance wilh tne csstine instructions, ev +r+ usa MKT A8600002• REV M MfG, #5400771 • 2/97 P�GE 2 OF 2 ' � � ' ' 1 ' , , 1 , ' ' � � , ' � ' � ' � � , , , ' i • ' � • • � : . � � FE�3�0 � REDUCED rRESSURE ASSEMBLY ' 6ACKF�OW PREVENTION Characteristics EJ.S. Patent Na,4,989,fi35 ' Physical Properfles Size of Mainiine 2'!z", 3,4", 6",$", 1Q" �"� Max.Worl�ing Pressure 175 PSE (1200 KPa) ' HydrostaticTest Press. 350 PSI (2400 KPa} Temperature Range 32° F to 140°F(0°C to 60°C) � F�`� FFe '� End Connections FlangecE ANSI B16.1 '��cO b ��co � `,�' Class 125 r � ' Materials v Main Valve$ody Ductile iron MODEL 860 REDUCED PRESSURE ASSEMBLY � Grade 65-45-12 Coa#ing Fusion epoxy coated internal and external Agency Compliance AWWA C550-9Q ' Shut Off Valves 05&Y resilient wedge • ANSIIAWWA (C511-89)-2�Iz"-10" gate valves • ASSE (Std. 1013)-2��°-�o" AWWA C509 • CAN/GSA(664.4) -2v2°-a° Trim 8ronze • UL Listed-2�Iz"-8" , Afloy G8360� • FM Approved -2�l:^-8° E�astomer Discs EPDM • cUL-2'!Z�-a" Spring Stainless steel • Approv�d by fhe Foundation for Cross Connection Clamp AWWA C606(10"Oniy) Control and Hydraulic Researcn at the Universify of ' Southern California.-2�Iz°-8" A��IICaflOrl Health Hazard � Model 860 Flow Curves 2'/�"and 3" 20 ' � a 15 � 0 2'/tn � 3�• � �o . ' � < � 5 a 6 0 80 160 240 320 400 GPM �6 ' 4" and 6" � 2� ea � `� � �� a � a y �5 . , o .� s° ro 10 �e °7 4" z 5 o a . , . . ' 0 400 800 1200 1600 2000 GPM s �' 8��and 10" M�D�L 860 INSTALLATION ' � 20 a 15 � �� N O �� , � �� d x 5 ' 0 1000 2000 3d00 4000 5000 GPM � � , ' ' ' � , ' I , i ' � � , ' i , I ' ' � ' ' , ' ' ' � � 860 Side View � a,., z. 2.1 11 4� B O 70 13 60 62 6 8 a 4.i ' � 5.1 7 4. 5 15 16 » 9.� 125 ^ Sa � as 2a.t za O � 29 31 37.7 � �I ' 26 3B 2a. 2a,1 25 F 39 4�41 42 12 41.2 40 30.1 � 35.2 35.1 3.1 3 10.1 12 1 1.7 14 18 18.1 ' 20 I 34,1 28.1 20.1 202 34 37 � z7 zs E 22 3B.I 21 2B 28.2 36 32 24 24,1 25 33 20.1 202 , s A ' 860 Top View _ � -G�� `�" `��E� - s c__c �-�, T �' � j�§-`�� i ��f�� C�� '� � � I °� H ��,��-`".=� =--�� ' � ��--��__�'1 ,��.� �imensions and Weights !�-' �' `--� Net Wt. Net Wt. U.S.-Inches(Meteric- MMJ Lbs.�Kgs.) Lbs.(ICgs,) SIZE A B C D E F G N NRS QS&Y 2Vs"(65) 40'(a(1035.1) 25Vz(647.7) 1251e(320.7) 10(254.0 12'!a(327_0) 10(254.01 4�1�(114.3) 7�le(181.0) 219(99.3) 223(1�1.2) 3°(E0� 41'la(1063.6) 25518(650.9) 12rle(327.0) �D(254.0) 13(330.2) 16(254.0) 4'!z(114.3� 731s(187_3} 231(104.8) 233(105.7} ' 4"(i00) 46'1.(1174.8) 28(711.2) 14�1e(365.1) 10Va{257.2) 15'!e(384.2) 10'la(257.2) 5'!z(139.7) 8'le{206.4) 317{i43.8} 334(151.5� 6"(150) Sfi�1422.4) 343l4(882.7) 18'!e(479.4) 1231a(323.9� 20�1<(527.1) i l'le(282.fi) 611z{165.1) 9�Is(250.8) 481(218.2) 516(234.1) ' 8"�200) 65(1651.0) 41'!a(10fi0.5� 23'!z(569.9) 1551e(396.9) 267le(682.6) 12'la(3112) 7(177.8) 11'!e(282.6) 734(332.9) 796(361.1) 10"(250) 7251nt1844.7) 46'!a(1977.9) 27'lz(698.5) 155ie(396.9) 28'IQ(717_6) 1231a(314.3) 9(228.6} 12'le(314.3) 946(428.1) 10Q8(457.2) �ote:Dimensions are nominal.A�lowances must be rnade for nvrmal manufacturing to�erances. Ma#eriafs of Construction i ITEM DESCRIPFION MATERIALS ITEM OESCRIPTION MATERIALS ITEM pESCRIPTIDN MATERIALS I 1 Body A536 GR 65-45-12 10 Spring A3i 3 Type 631 SS 28 Button A240 304 SS �� Pipe Plug Galv.Stl. 10.1 Spring 2nd Check A313 Type 631 55 ?g.� Flow Washer qcetal Resin �� BushEng(2'h"•q"Only) Brass 102 Spring Shim 2nd Check Acetal Resin 29 RV Spring A313 Type 302 SS z Cover A536 GR 65-45-t2 11 Spring Guide B130 Alloy C22000 30 RV Stem Acetal Resin 2.1 0-Ring EPOM ASTM D2000 12 Upr Spring Remr 6584 Allay C8360a 37 Maln Guide 6584 Alloy C83&Op 2 z Cap Screw Plated Steel 12.t Bushing-Spc Stem Acetal Resin 31.7 Main Guide O-Ring FDA EP�M 2,3 Hex Nut Plated S�eel 13 Pivot Bearing 8585 AEloy C83600 � 32 Seat Disc EPDM AST p2900 3 Seat Ring 6584 Alloy C83600 14 Flange Gaskat RubberlFabric 33 Lower Guide Acelal Resin 3� Gasket EpOM ASTM p2000 15 6earing Socket Acetal Resin 34 Seat Ring B584 AAoy C8360Q 3.Z Socket Head Screw 18-8-SS 16 � Hax Jam Nut 18-8 SS 34.1 0-ring F�A EPOM 3.3 Washer 304 55 17 Washer 302 55 35.1 0-Ring EPDN{ASTM d2qpp 3.4 Elastic SSop Nut 1 B-e-SS 18 Ffange Nut Plated Sfeel 352 Extension pce[al Resin � A�� 6584 Alloy C83600 18.i Ffange t�ut Plated Sleel 37 Srr�_�iaphragm Nitrils ASTM p2000 4-7 Bushing-Swing Pin Acetal Resin 20 R.V.Cover B584 Alloy C83600 38 Retainer 8584 Alloy C83600 4-� Swing Pin 304 55 20.1 Bleed Screw 18-8 SS 38.1 Sli Rin 5 Retaining Clip 302 SS 20.2 Gasket H�PE p 9 Acetal Resin 39 Flow Washer Acetal Resin 5� Retarnrng Clip 3Q2 SS 21 R.V.Body 8584 Ai(oy C83600 40 Baq Valve 9584 qfloy C8440fl I 6 Check�isk EPDM Coaled GR, 22 Cover Bolt 18-8 SS 41 Nipple Brass 45�ucEile Iron with 23 Elbow A53fi GR 65-45-12 41.t Nippls Bress � A276 type 304SS stem 24 RV Mtg Bolt Plaled Steel 41.2 Nlpple Brass Load Pin 9150 Alloy C61300 24.1 Washer PEa�ed Steel 42 Gale Valve(NRS) AWWA C509 a Lwr Spring Retnr 8584 Alloy C83600 25 RV Mtg Nal Plated Steel 60 Identifcation Plale 836 Alloy C26000 9 Spring Stem 30a SS 2& Gasket EPDM 62 Orive Scraw Stainless Steel 9� Elastic Stop Jam Nut 18-8 SS 27 Lrg.piaphragm Nitrile ASTM D2000 7Q C1am p AWWA C606(10"nnly) BCO �ackflow Prevention FEBCO is a product of �P� BaX 8070•fresno, �R 93747-8070 SPX VALVES&CONTROLS� I 252-0791 • Fax: 559 453-5030 • tvww,FE'BGOonllne.com I '4D2 Copyright2q02SPXVelves&Controls ISO 9001 Certifitd� 1 � j�' !sY . � SU . � :� , � OU7SID� 5�R� AND ' Potter Electric Sigr,aj Company �Up�RVfSQRY SWt cHVALVE �D81 Craig Road � st. �o�is, T�0 63�46-4161 (3�4) 878-4321 �(840} 325�3936 Potter Elecfric Sigr�al & T�f 55 G[e� Camo ��, L f D, '4�,n�n��.pottersignal,com Thorrrhrll, On#ario, ��a ro� Ro�d da �,371 P2 (g0�) 8a2-1833 ' ,�. ,�_ UL and CSFr,� LIS7'�D, FM qPpROV�D and NYME ACC�pTE'D ,q �fJ!�_ ��3f,, aimensians: 6 i�,� x� JJ ,, � c ��„� � � r!!t;l �'. ' � r�' Weight: 2 I�� '�Jcm L X S 7cm G^1 ;� 14.��cm H ( � r,9) � �nclasure: C�ver - D��_�a�t , ' ` 'x Fin�sh - �� c �pat�Fr Er,amel 8ase - DiG Casr Zinc p`.._ All parts have corrosion res s � Cover Tamper; ,Tarn i tant fir�ishes � :� per resfstant scre�,��s � �� Contact Ratln �GtionaJ cover tamp�r kit available. '� gs: ��° �, ; OSYSU-�: One sef of SPDT � ' �€' j . US`tSU-2: two sets oi SPD7'( orm C) I � �' i5.OD qm 5 a (Form Cj i r p x 125/250VAC i : � 2.50 An-,ps at 30VpC resistive �� .,� . �nviranmer�tal Lirnitations: � �� ' ;�� -40°F to 140 F . a � �; � ( 40°C fo 60 C} �, �: h1EMA 4 and N��A fiP ��os�� lP�7 ;; �" lndoor or outdoor use T•� } �� ' � � locations.5ee gu��etir� W o. 5 4 0 0 705f c�h�Zardo�S r� U-E�C ( for hazardous locationsj, �,yS- � ��.��,�„m.,�.;+��,��,a�.=..� C o n d u i t E n t ra n r � � - ces: � o�:,._: __ 2 knockouts for 1/2"ra�,�U�t provided s�rvice Use: 5U-1 Stock No. 10�070fi A�t�matic Sp��}��ef � -2 Stack One or twa family�wE�l�ng �FPA-�3 �o, �0102Q6 Residenfial occupancy up to tour s�ories �F�A-13D National Fire Alarrr-i Co�� PA-13R NFPA-72 A�- fNFORMATION YSU is used to monifor the o additional cover screws and hEx ke s ar Y (outside screw a�� " Positron of an ordering informaticn an A a�`ailable i Yokej type gate valve. �' E avarlabfa, sP� � � t�� odels; the OSY. r�is pa�„ 4. � �� of SFDT (�'orm C 5U-�, c�niain- pP710f�q�, ) contacis ond the 05�'SU_ CQVEp TA1,�pER 5W =nin� t�,�,,r sefs o(SPOT (Forrn �� ,,� R. fiEld in�taflable cover tam � f�CH =�'.it��`�� . �r,r��ts. � ` mou�,t conveni�ntfy io m�s� p� p � °Pt��n �.vhich ma � P_r s�,v,�ch is avai[able � �'��'�9 ��r� size from 2'� �r i2 � Y e u�ed to indicate rA , as ar� .�� r ' T�e, ,, cover. 5ee ord�ring informafian o� , G c�aJ of �r�e =s �rr,al; a� 1i=" f � f�f r~�.�urft,on F��- 4. T�STING � r�eld in�lace by ��:�� tam 7he OSYSU ' r�auifs a sp=c i�l i o� r �er resi.5tant and its assa„iale d p r o t ec i i v e � �f t., r e rn c ve =%s t e m s ho u l d be inspoct� moni toring "�;,ait��r� d�, � The tcol is with a�pficable r�lFPq codes and stan d ir� acc� �ice and sr�oufd be J�� ,,,it� t�e �rdance '-r or respo,n�ic�l� p�rry, R��zr,��o�� or authariry havinp junsdiction dards and/or fhe quar�er�y or more fre �m��"�ac�urer recomm�� ra Us,� 4uently), ' M�, �8820044-REV J MFG,#5400879•?J97 PQ�E 1 OF 4 ' � � � � t � ' 1 � 1 1 ' 1 1 1 ' � � 1 ' 1 . ■ 0� V.J j � �� j � C�UTS[5� �W AND YOKE VALVE P�RV1SORY SWITCH �� SMALL VALVE INSTA�LqT[ON - 1/2" �'H�U 2 . .��s�s��iTCHES Mour�rT coNVErr��rr��r 7o r�os��°ro ��os � Y,, � 1l2'� SIZES _�� f�,� ,�1��9�,LL k� 7l2"`, J-��f0 0 N� f��A`� 8 F P,E� A,_�E S, T�-{�Y':N I L� t�a 4Ql �,'�!T C;�.i c��,�;i� �� UIPEC �� A�'.�E�� r�,/!TH LI��IITED ��EARAP��lG� � � � ' � � �--��! , �f: ,-�- _,�-,. _ �� ' - _ �__-- j _ '� �'�'" ,�� . ��- �- _� -��k ��, - � 'r j �,=�'^�r�'�'._ , ._ � _ . - - 'j ��L� .. - .� � - � �,f� � _� � � � � � � 1 ��_�� _�-�''��—� ��— Fc::��L-� � ^ � : ��_ � � �'i `� 1 �`�° —� 1, � - �,r:�r �� ,, � —��v , . :�� J1 / I ' ` — �I�' �_�� ' ` -- 1 � - I-_ [i�/!G � "� � ,�,1—` '.. t�r��:�-.� �VALVE 1NSTALLAI'ION �='✓? and discard ��'��washer � and roIl�r Irorn ihe IriP 6. �emove the OSYSU File a 1/8" deF �he vaf''e in fhe FULL pp�t��P fhe mark on the valve ste A groove cenfered on �U ar_rr,ss ��,P, osition, locate ihE sEraight f�� Rp,�nd and smotifizing a 3/16" diarneier �a Ive yr��e as far as p�ssibDe trprn tY,F oth the ed�e '� gland, sc that the trip rod la s a P�event darn�9� to fhe vafve � s of the groove to a��,� o Y gainsf the non- �od to move easil in packing and fo allow fhe Erip � rlion of the vafve stem. Y and out of the roove operated. 9 as the valve is n the lockrng screw that holds lhe Irip rod in pfacF � jus( the rod length (see Fi 4 , � h�au�t the OSYSU with fhe tri 9• ) When adjusfed P rod centered in �roove. �`�y, thP ��d sho�[d extend ast�he va1vP �• �inal adjustment is 'far that ii contacis fhe clam b SGrew, bul madP by loosenin �� lo hold the lrip rod i n a�' righten che �) and slyding the OSYSU on fhe 9 `screws (see Fig. scrP correct when switches are not a��racket. yc��U� plaCe. 1 �menl is seated in the v t�vated with ihe trip rod �� irip rod length Is excessive, loasen fl-,e loc�ing a�ve stem groove and that the swiicl-�es r�� r��1°,�p thE ��p rod frorri th activate ��hen the tri rod m ��,�,,, e trip levP�. Usin� 9 r� A P o'�es out of the groov�. �' 'tN'he cne f]) inch lonq n:,,tched sectrcn IS�= ght,.n the adjustmerrt screu�s ar�d aN mounting hardware. �� _ �, - �rip rod and rePe,•'Step" �rc�� Check fo insure that thB rpr� m0, __ _ "��r= �nd that the sv�itch�s aciivate v�({�S��one ium gh��t�easil�, `��U looseh�ti,,�it,'� (n� carn2ge bclts a�r� ',al'�� ' .��' , � °'"=� On val:�?s�;�ifh fim�t��_ 15rjP�rated from the FL1LL aFEhd ta�„ ='-^�li�d ir,sf�- - -aranr_� ,��• �L05ED pasition, „ards fhe _ 'ad of t��=carriage bcHs and cl�mc, NOTE; _ :` 'h= p�'rSU. CI OSE THE VALV� Fi Th'E STEM THREqDS b0 N ��'LY TO d�TERMIPdE THA,7 �"�'��'= slsm at the center�of fh� trp f��+, THE SV,��;C�{ 8�� Cr A�i IVA7E 7HE SWfTCH, COULD R�SULT fPJ A FALS� � � ��'i HE STEM THR��,DS .4LVEOP�N f��lDICATIO�� A MKT. M8820044•REV� 1 RfiFG, #590Q979 •2197 PACE 2 OF 4 ' � � �,s—� � � � 1�� !� OUTSIDE�� EW AND YOK� VqLVE S��ERVISORY SWfTCH ' FfG. 2 LARGE VALVE INSTALLATION - �� 3 THRU 12" S1ZES � -,: ;h,�,if _IL 1/f /='v _ �r; r,- ��=� C;�r��;,�'�� _� r C - I _� C!-,I.��I�.�^:� CT��I`� C�4('�,J�;..T _ -.r`r - �Ji. r�.j� J �� - _ _- , _ �� i�i�'.E f� IH=c' ' ' - � -_ ` - - - ��I�''EP'1T ��LL��,f-I1�� —_ -�, _ � _ / ��'- i •��' 1��JPlr1f�G � � � =�� - -. - � � " �� t:1�Y F,� I��[, /r��j.� . �� ^''�L _ - �T�� rrll� r�i,ll � �� i 1 � � if _ �. 7��Ef!T , / , � . , , . � r � - - T �� , �;��. _N r,,, eFf.�,�-�r � �� `�1��,�� .-- F��_��- i j/'%��' ' ' .� "��j��/!' / '_�� - ;F � _�`�,��i��,,� J � �/"�f'�� - i '-�% �i"' � � �� 1 �� .. � /�� y�"��'� � �r. , � i � � �� i' � ,��r�i` '� i` �/� `�/ Y✓ � ' � ' �� ' �.� �.� � ��,�E ;T��n .� i _ �� — r��P �r��, � [,�/i�; ��?,�_4 _i� �� `�, � �`_ rL�P1Li �GE VALV�'1NSTQL�A7�4N 1i Ih� '�afvF in the FULL � JP�f��posifion, locate (t�E 1'SU across the vaive yoke as far as possib�P fr�m th� ddma P `��'�e g!ar�d, so that the 1ri rod �a� 9- to the vafve par�;��9 ar,� �,� a��.!Ihe trip rad tc P ,�s against Ihe n�n- �ove easify in and ouf rf the r -�r°d`�`�Portron of the valve st��_ 9 oove as the valve is oPerafed. �'n��he OSYSlJ loosely wjth tF�e carria e bol 5• Mo�nt the GSYSU T A 4 � • ��p bar supp��, 9 ts and g�o�,�e oos�l� N�th the t�ip rod centered in 5�'� t�° locl�ing screv�that holds th� � ��+�af ad' adjust ihe rod I trip rod ir� p1a�A �ustment is rnade �y laosening 2 screws SEe Ft ength (see Fiq, q), �.JhP� a�.0 J p and sliding the pSYSU on 1he br3� � `� �j �� -��; the rod should ex,tend � �"d c�rrect��hen s� ket �'dl�slment is J�V0 fa�►haf i�contacts Ihe clamas�fihe vah�e screw, tui '�i#c'�eS ��e nof activa(ed v�ilff fhe friF rod p bar. 7ight�� ihe seaied in lhe valve slem�roove and fhai the s+nritches "'�Sy�G'%�� h�� fh°itip rod in place. zctivate within one furn �,��hen lhe � � f�lrip r�� I��9th is excessivF, ��n�p F�1LL �pEr.� ��G.,ards fhe ,r� alve is operated irom the ��_� n thA �,,..� �OSE�positron. =^d�=rto.'c fh2 fri- ;r �-.,r<ir,g �. Tigh`�n fh� � F.--�. N �d f�om �he frip fe:�sr, Usin z�J'�stm�nt sc A�, '-"��the cre �� Irc 5 Check fo insure r�vs and mounting hard�.var�. _ 1 h long nofchad ssciion I«= fhaf the rod move '=��5?�1! friP �r'��d rep�af St�p 3 roce � .... - and that #}�A s4°��fche s ou# af fhe grpp��F Fasily _ � �J ^ S "dC�l'Jd��F'rl�h7� O�iE'fUff} VJ�Ef] (hg - �"��at the cenfer of ff�e frip rod �'alv= is operated iram fhe F(�LL OP � _�:�_l��-�-�m � CLOSED positron. �N to'NZf�IS ff1E ;��'`- �S''r'SU. Fif�s i d �'=o�tt-� �,��, - r'9' �`p 5roove�entered an NO?'E: Ci OS�TH� VqLV �- ,°��stpm utllizing a 3l8"diame � � THE STEtvf THP c E �U��Y�O C�E7ER��11tvE THqT '�'�=�°��d�mooih th� e�ges oi th� groovefto 5`raiahl �HE S'J�JITC EAD� DO �OT kC71VATE TH� Pr�v�� N BE,PlG ACTfVATED BY SU'JfTCH. rOULD P,E5ULT 111 A F,qLSE VALVEOP�N NDICAT�IO�DS ''�r�UsA � MKT.#8820004•REY J MFG,#5460979-y97 PAGE 3 OF 4 1 � � , ' � , ' 1 ' ' , � ' � , t � , � , ' �f'�' �1��C.J � j � v��rs u�f , .2 � � OUTSID� SCREW AND YOKE' VA�.VE � !G, 3 DlMEN510�S �UP�F�Vj�ORY SW1T'CH - F ;; , '�� PA,RTS !� � �� `��"_ n� - i �: �",_�`.'" i�f �c.. �=� I r'r�` �I�� . �� 'J 'r--„�'�i � ��Y �.�li_ . � f .�i , I I� �� ; � �I, i ' r� �� I: ! � '' ` � � �I ij '� I�r:��r��`'� �� - '- � _- I � I G; � _ ' � �, !� �•"rn? i � �.: � - - - � I' � !, �I ��i " �--��`' s = i j � I + � �; � ;�' � ,i�—��- � � , � ' � � � + � I I i i� ,, i 'I _�i �/ ra� � I ' _i - I� f I� �� ,�f =� �l —�'_`' �� r ��, % I O � I�f 1 �� ' � � J j � I + i �'f 11�✓ � .�%� i �� 1iG - - � � � � � .- I � � , �� ----� . .r � � �J�/�_�� WGFI F � � /� -� I ESAnr7��y � � � niiG ePE1NFwRr Ic t :. , /��✓� I `-CrhG�r BEI.rO;CG �! � ! �1� ��/�� 1 I '% �.� C;�Er�p[(, L� � � � '_- _.�I�, DriS p'r7g-, i I �' / � 'L� I Ili _ C =AK1rJG EXCESSIVE ROD L�� s-E I ' LEPlGTH 5WI7CH T�RMfNA� CQN[�ECTIONS TYPICA� ELECTRICAL CONNECTIONS � CLAMPfNG PLqTE I � TERMINAL ��-« ��w�, ' —�� . „� f� F�WCF FOP. , Iu01ChTII�C r1f'�� Cnr[ I ��r e�Giruu�r i �� f^��\� _- I 6=nr� �� `\�' ' ��_ I .-�. �j ,__/�:� . �� /// � SUP p�.��c� � �� _ `� �..�.�.. Tr E I �� JR7 fIFGUII I j�" •' .c�'w�•� pF �GNiPGL PuaEL I I�G. '� �i.v`�� . �,� o:. �sa�-� rp�� l.f � L�'�E rF ' CA fJ TfON: FE�rs rc•e I wc =v3-, A,n uninsulale�:erlp��J should not be ior, �a sin4ie conduct�r Contar °w`-' k°;s-� p°d around lhe lerminal ar�a ts Sr�own in�orma�(��alre o � � serve as t�.vo separa?e cpnnections The r�lrg P n)cor�ditirn. Riu5[he sevEreG,?hFr�b;'providin�sur�_r:isicr; o��heconnection inthe svenc�ha��f,e t��re TYPICAL SWITC I teccrnes��sl,_'_t�Ircm undefthe� F{ /aGT'l�T�f . E��nal. _ =r�; - ..11_'• F['�!?J�:N rl_rCc� , ;F P��.`,�ITIr,�, ER�r�G �r��oar�a��or� ��" ��--� - i � �� _ • �_ _ r�-- r`:CrIPTio�1 ` ^� � :� r r. __ , �TOrY, raQ �. =N ,�� - �" --S f v s C =�.! . ; r 'yic�5'iCn� _�1'J10C. � .. ._. I 'l�,'' " � ��:,- r- . rc',I« C, r � ` I ,. ri.� i(J�i;!��c e I �Cr-v� : 'o}G2C: �_,� (�� x v_r� r� _` :�cs�2=,: _ f I � _ r. �� f�_ � �=crd I�il2yg�i�, k;ij�t:im.anf5 � - ' `� � ��'�.:_ `" � T=m,; 25C��E[ _ - c e� . �yi`,rii V.1 ~`[�.` '� 7� , 1 "-' .Gc v21��c i�sl�llalirn kils��1� C��i�1 i �� _ , EGilil��rp��.fcCi'/:�. '�'_ ; •- �„"`.1"��f.U�3-°1Jf6L ��,� t��gA - -�''��;. =�o�c n-�'�-L � MkT,#8820004•R�V� MFG,#5400979-2197 PAGE 4 OF q � I • i � � , � , � " , . 1 ' TEST-� IP pAIFIC[ �'USN ' (� � ' �. � � ' y�., s 125 150 175 ' �100 p . 75 Psi 225 '� 50 � 250 ""� 25 0 0 275 g ' R 300 :. ,�� , r�� ,. .� � � ��,��;� T�ST�� i��i�,� , ��;�- �•� �� ' � �' � � �� = � �; �°S" � ns`��S� � �� ', � � � ..�� . � ��- e � , � � � �� ! �� • . . �� .�, ��. � :� �. r � . _ � * ��:: � . �� . � . . . . {�r� � � . �,��.. ��..�,� � � � The AGF Manufacturing Co. lnc., Model i0i i has �een designed to rovide b Test Function and the Ex ress Drain Function in a multistory installation. 1t has thte added Feature of an Integral Reffef Vafve with Drainage p1p)ng, � UL Listed reli�f va(ve has an Integral Fiushing Handie. Facto set#ir�gs availcrble, - ry set af 175 PSI with ot�er �It relieves excess system pressure caused by surges or temperafure changes. ' The provided Reli�f VaEve Piping solves the na In �Dra�nage Piping, 99 J P�oblem of Re�1ef�alve Outlet The ur�it eomes s�ipped fn a semi-assembled state wifih the Relief Valve and the B �Drain Ports plugged. Thls is done to ease pressure testing the system, Ypass �� necessary components are incfuded in t�e ❑cka p ge. he i0i iT prayides the tRiting necessary far fhe instal[ation of a pressure gauge. ressure gr�uge not included. • � i 1 1 1 1 1 1 � i � 1 1 1 t i 1 ' 1 1 1 � i 1 � MO�l. 1� 11 MODEL �01 i T � � MOD�I. 10� 1 WlTH R�L1EF VALVE AND BYPASS PiPING MODEI, 10] 1T W1TH RELlEF VALVE, BYPASS p1P1MG, ANR PRESSl1RE GAlJGE TAPPfNG. MODEL 70D0 �UL LlSTED) PRESSURE RECIEF VA�VE FACTORY SET AT ]75 PSI WITH OTHER SEIT�NGS AVAILAB�E, ONT V��W - MOD�L, 1011 FR4NT VI�1N - MpDE�. 1 pT l T � IN�ET .��.___� INLET � A e�y� � � �� E�� F � � � � F �� f7AIN � � � _ �R.41k r � � -_ _ _ _ � _ _ _ _ = o o '— H � _ `" � � � o , o � G � � 1 1 � From the Februar 1, i994 Edition of NFPA i3: �agraph 4 - 6.1.2.3 requires p re�iQf valve be Installed douynstreqm of all regulating valves. agraph 3 - 1.2 requires AL�GRIDDED SYSTE'M5 be provided with relief vafves. �rc� srz�s LABLE - 3/s, 7/16, 1/2, 17'/32, ELO(5/8)', ESFR(3/4)• ENSiONS - ffVCHES OVE32ALLLENGTH MAT�RIAL LIST �A� �oi ir �ot� Ati� to� �r PAR�: ZE A E F G H MAT�RIAL: 9 3J16 1] 9/I6 3 3/B � 3/4 4 9/16 6 siia HANDLE STEM STEEL 9 3/16 i i 91f6 a ,ie t ai4 4 9/16 6 si,b BALL ROD BRASS 9 ,i2 � BODY �.P BRONZ� t2 3 s ,a t isiis 5 ,�s 7 ,�,6 BRONZE VALVE SEAT IMPREGNATED TEFLON �o �5i,a ia �n6 3 �i� 2 3/8 8 ,�,a '�o �n6 INDICATOR PLATE STEEL 10 rsns 14 ��e 3 �iz 2 �ie 8 �ns 10 �ne ��LIEF VA�VE BRONZE BYPASS �fTflNGS BRASS b1ean �iia��ro2�stzeunn5on�y. BYPASS TUBING NYLOBRAID • � . •. � . , �ANUFACTURING COMPANY JOB NAME; 5 Westtown Rd. Unit#9 T8 eph ne e(610)�29 4299 A�CHITECT: x� (610) 429-4321 �NGINEER: MADE IfV U.S.A. CON!ICACTOR: • i � i 1 t t 1 1 1 1 1 � 1 i 1 1 1 1 1 1 1 t'�,' �� M M r • ' � �� • ��,�� C Horizont � ��{ a! Sw1ng • Regrrndfn T � YAe � Renewabfe D1sc I 200 PSI Nan-Sho£k ��d wafer ' I �. � � , � � Canforms to M$S �p-g0 ' MAT�FiIAL �IST AART • . � SP�ClF1CATIDH 1. 9onnet • 8rotti4 ASTM 8-62 or g.� II 2. 8ody 84 A11oy C844DD . . _ @r�nze AS71�f B•6P or B• . 3. �finpe Ala . 584 Alloy C844D0 BrarE2,e qSn,�g:14Q k�la° B'1�a►�y C2360p Y C314Qp ot . �. Disc Hartper e��e��B. . � � � 62 2 5. Hanper Nut r J Brp��JM 8;97 Allay C65500 s � 8� atsc Holder 8ro�r �B-6? i 1• 5eat Olsc ' Ru66er{TFE Z+�•�3.� e. Seat plsc Nut � � � � B Brorue q,gTM 9•�8, � ` . 9• N�rtpt P1n Plup 8ro or B-9T Alf6y C655DU .. n {Mot Shown) �e'�7�B•140 AI1oY C32ppD `ti ip - '�a. Seat Dlsc Washsr '�` �i ' � 'S12B8 �/S° w kS�7d 8-12<AUpy L•655bQ � ' �r��,-� � � � t � r y�� 81'}cf f�Z�on�y, " ,� ��..!`_ I f'� .A � � ,4�.�� 1 � . � . ` �-403=W HPT to NPT' I! . DfMEN510fV� ` � KT-4Q$��/ ' WElGN75 _ �UANTlTIES �hreadQd � I Hominal ' flfinenrlonl • � i S[xe A d �RRroz . Boz C�Konr 18Cp ehcck v °�ha7ia.- °h'e:mgy bf 1nslallM in Het W}, 4u�n� � wir �ind rartleel 7� ��/e �s� h' ��antlfy d��'or i�� nnea with up. ,5 . r In�armedlate posltlo�. 10 50 �'�NINQ� �� 2%r i�y� �d��s mus}b� �nstaffed '6 �0 tlawns;roafi al reCalNSr ttnk If �' 2'f�� >>/, 5� al��d in Me wilh reo3procatlnQ •9 �q . I ro�pres�or, � �'/ti� � 5G . ' n/,� 1.5 I i% qn�r yi,�� i 34 t z� 5 20 I i� � d�h 2�+/' 3,0 � `� � 5�� 3'�/i� 2 10 . � ,,9 2.4 8 5'' 2 t� , f7.5 f . • ; 3 gy 6,�� 9 , Sizes 2� " 1J.5 f . /� arrd 3' suppfied as KT•433• , Y w��h 7FE seal d1so, ' � � � • . , NlBCp 11�C:, ELKNART, IND1 � , I� � . ANA , , II ' � �ECIFICATIONS AND INSTALLATION 1NSTRUCTIONS � BB-SC SERIES � FI RE SPRI NKL ER S YS TEM � SLOW CLOSE, INDICATING '� BUTTERFLY UALVES � � � � i : � FM ► ' ' BUTTERFLY � U` �s VALVE �I usr�o . 7s�2 � , OPEN � � ' .: � Y � � r � �� ;�� , �r�-:� �� <. * � � rt �� " ;s"P` �'r„.,� �`��'r�� '� � U C o L US ' LISTED �! I FM ' APPRQV�D I� ■ � � ! I � I N EVERY VAL.VE ' MILWAUKEE VALVE ULBB_SC040300.cdr SC 10-3100 ' � � 1 SPECIFfCATIONS FOR SL � W CLOSE ' ALL BUTTERBALL SL�W CLOSE PATElVT�D INSTA�LATION (BB-SC} ' � SLOW CLOSE BUTTERBAL�VALVES... A. The 665C can be installed in any orfentation in a • provide slow opening and clasing properties in a quarter- P�ping system using standarc�National Pipe 7hreads. tur�vafve. The purpose is to elim�nate hydraulic shock W�ench should be used to hex on the end of valve ' and water hammer in fire protection and other liquid being threaded to pipe.Pipe sealants should be used � systems. sparingly. 8. The valves with internal switches can be easily wired � ' •are available with or without an intemal, pre-wired in the field.They will have two switches,switch-1 will I supervisory tamper switch assembly.When mounted on have dual�eads on the terminals.This switch is to be any slow-close valve and wired,the switches signal connected to the supervisory circuit af a Listed alarm movement of the valve disc from the full open position. i ' control panei.Switch-2 will have single leads and may I �are available factory mounted to a valve or as a kit for field be connected to auxiliary equipment per direction of instaflation on previously installed va[ves. the local authority having jurisdiction. Cap any ' unused wire leads with wire nuts and tuck into ' •have switch ratings of: junctipn box. All connections shall be reviewed and �� 10 Ampsl115 VAC-60 Hz approved bythe local authorityhavingjurisdiction. a.5 ArnQsl2$VDC C. A 14 gage green wire has been fastened to the ' interior of the housing and is to be used as a hous�ng , •are equipped with tamper switch assemblies FOR INDOOR USE O�VLY. ground. D. Recommended type of wire to be usecf is No.16 Dua! � � •have ULIFM ratings to 175 psi.(Also available at 350 psi Rated UL300V 80 C and 300V 105 C. _ ar�d 500 psi witt� N.Y.C.B.S.A. approval.) E. Insfallation musf be in compliance with IVFPA 72 ar+d 13,or bonded and grounded per Canadian Electrical , Code Part 1. U F. The BB-SG, BBWSC (threaded-end) ancf BBVSC, �M � O � �� BVHSC �grooved-end) valves are irttended for use , with schedule 40 and/or 80 pipe,sizes 1", 1-1/4", 1- QPPROVED LISTED i/�",2" and2-412"perRNS1B3fi.'fi0. ' For use with fire protection sprinkler systems 175psi. ��STALLATION FOR NEW YORK CITYVALVES � N.Y.C. special valves have a large flow indicator which Approved by the New York City Board of Stds. & points in the direction of the valve dlsc,indicating open or ' Appeafs under Calendar No.99fi-81 -SM,for 175 psi and closed.The valve should be instalied in a position where Calendar number 720-83-5A for 350 psi and 500 psi. the indicator is readilyvisible. (5Q0 psi rated valves not shown.) , MODEL DESCRlPTION SIZES ' B6-SC100 Valve Less Switch 175 psi -Threaded Ends �YC SSA 1', 1-�/4", 1-1/2", BB-SCS02 Vafve With Switch Approved 2", 2-1/2" BBVSC100 Valve Less Switch T75 psi- Groov�d Ends NYC BSA 2° 2-1/2" ' BBVSCS02 Valve With Switch Approved ' BBHSC900 Valve Less Switch 350 psi -Threaded Ends �YC BSA 1', 9-114", 1-1/2", BBHSCS02 Valve With Switch Approved 2", 2-112" � BVHSC100 Vafve Less Switch 350 psi - Grooved Ends �YC BSA 2" 2_��2„ BVHSCS02 Valve With Switch Approved , 11LB6_SC040300.cdr 2 � � , i , i , ' ' ' � , , i , ' , ' , , ' 1 , ' ' 1 +� • � I� Prr � o BUTT � RFLY VALVE � S , VALVES LESS SUPERVIS4RY TAMPER SWtTCH ASSEMBLY i .-„�� ' �FH► !FM► e �FM` �fM► I �Qr�' ,�'� �y"�I `�"°"� I — y s o.e� a,o, � �IN � , "B '�NF � � I �C,� „M,��„ � ,.H,. ��., � L- � I � ��E�� I�F�� -�w--' ��E��l � up- uA. •G �G�, I B�vsc�oo BBVSC�aa , 3 piec�with Uni-body wEth I BB-SC�100 (Threadesi Ends} Groaved Ends Grooved Ends Sizes 1", 4-114", 1-112", 2",2-t12" Size 2" S9ze 2-1/2" I � VALVES WITH SUPERVIS4RY TAMPER SWITCH ASSEMBLY I �3-112" � FL�w ' , I 4.,,�. �nno�� T � � I ' a � �w� �F,M,,,� Z �FM► •�"Mffi�S �� ' �� +�w' fD �� I a °sEU � � ' 6 Jn - r �YF„r � �a � Ia uCn � ` YH � ' L.—. i�W�.I - "E° I� �-� �� A�---� NYCINDICATOR °�°� �°�� ' THREADED ENDS (Available on both switched BBVSC�00 BBVSC100 , BB-SC502 and non-switched models.) 3 piece With Uni-body with A�L DIRAENS�ONS-INCH�S Graoved Ends Grooved �nds Size 2" Size 2-112" � ' Threaded Grooved s:ze �� -�ra�= 1-irr� z„ size z�� s-�,z�� i A 2-118 2-5/8 2-718 3-114 A - 4-1/8 B 3-95/16 4-9J32 A-112 5 B 5 5-13/32 ' C 1-9116 1-15/16 2-3116 2-3l4 C 2-3/4 3-3116 � D 1-23l32 2-7/64 2-3I8 3-1116 D 3-1/16 3-9/2 J 4-15/46 5-118 5-99/32 6-1l8 E 5!8 15/?fi K .6$ .73 .73 .79 F 5I16 5I8 L .83 .90 .99 1.41 G 6 4-112 � M-40 1.D5 1.38 1.67 2.07 H 2-38 2-718 M-80 .96 1.28 1.50 1.94 J 6-418 6-1/4 MATERIAL L1ST N-ao 2.25 z 2.5 2.2b K .79 1.�e NO. PART MATERIAL SPECIFICATlON W 1-118 1-1/4 1-13132 1-11116 L 1.41 1.29 � IndiCator Sintered Iron F0008P , N4-40 2.07 2.47 M-40ARE fl1MENSIONS US1NG M-$0 1.94 2.32 2 Housin BfO11ZB AS7M 584 SCHEDULE 40 PIPE N-40 2.25 10 3 BO� Branze ASTM 584 a NE-80ARE DlMENSIONS USlNG W - 4 Handle Brass SCHEDULE 80 PIPE ; N-401S FLOW RESlS7ANCE 5 DEsc Stainless Steel T e 304 EXPRESSEb]N EQUIVALENT LENGTH OF 6 Disc Seal EPDM Elastomer SCHEDULE 40 PIPE 7 �WIfCPI HOU51f1 �ie Casf Aluminum W IS THE WRENCH MAKE-UP LENGTM � ' UL68 SCQ40300.cdr 3 � i � 1 . 1 i 1 1 � 1 � 1 , i 1 � 1 1 � 1 � t � 1 1 1 i 1 ` � . WfRWG DIAGRAM ' (SWETCH �OSITION VA�VE FULL OPEN) SWITGH 1: DUAL LEADS ' BL.ACK � LISTED FIRE ALARM TO IVEXT INDICATOR CONTR�L PAN�L "'� SUPERVISORY CIRClJIT � OR WHITE ��, E�1D OF LINE RESISTQR � conn ; � �' , NO ' RED , SWI7CH 2: SINGLE LEADS ORA[�GE AUXILIAf�Y � Nr � EQUIPMENT VOLTAGE BLUE ', , 501J RC E c""' f � "" YELLOW � Green Lead p�ovided is ground for switch housing ' Svuitch Rating� 10AMP/ 115 UAC .5 AMP/28 VDC Cap unused leads with wFre nuts and tuck inside jur�ckion box (not provided) , NOTE. Valves incorporating supervisory tamper switches are for indoor use onlv. SUPERVISORY TAMPER 1/2"ELECTRICAL ' SWiTCF! '�, �CONL7L11T ' ) ¢. c �� ' A[n D� �- r �a m� �„rr' C�CT. Z � ~ �m �� m � � O �� m u� ' � m� � �� ` —f C 2 C/� N � ' 1 � ➢�� ( -� � � � _UL LISTED JUCTION BOX � Milwa�kee Valve Company � ' 2375 South Burrell Street Milw�ukee, Wisconsin 53207-1592 Telephone 4141744-5240 IVI i L1NAU KE E VALVE FAX 414/744-584D � u�ee_scoaoson rn� 4 • • r � i � � � � � � � � � � � � � � � � � � , � � Model XT w� ' Water Thermal Expansion Tanks LKINS a �- company ' ❑ Installation ❑ Maintenance Instructions , SPECIFICATlON �,.•'•� 78P VALVE ' . Fill pressure�and air charge pressure�................40 PSI . . . Max.�perating Pressure.............. "°SEa'� ,: .......................150 PSI , Max.Temperature...................................... .........200� F .• ' HOTWATER ' NEATER 70 obtain maximum effectiveness and to prolong XT series tank life ,,,00E��4 ' ADJUST 7ANK PRECHARGE TO EQUAL LlNE PRESSURE. W^�RP�SSURE � ft�AUCING 4ALVE , Examp�e'. IN�ETSNiR-0FF ' If normal city water pressure at tank location is 55 psig,increase air VA�� °E`�. precharge in XT tank ta 55 psig. This can be done with a bicycle pump or air compressor.Pressure can be checked with a standard OIRECTIONOF�pyy �? °�N , tire gauge. MODEL XT INSTALLATION ' � INSTA�LATIOlV ,,,w� I ' F.��.� Y t ETC, 1. Shut off power to water heater. � T6P VAIVE ' 2. Sh�at off cold water supply to water heater. „�Eg�a ��MT MOiWATER 3. �rain water from heater(MAK�SURE THAT A FAUCET OR '*'''ER �i O7FlER FIXTURE 1S OPEN TO PREVENTVACUUM BUILD-UP). ,,,,��„ 1 WATCR PRESBl1Rp 4. With water compfetely drained from water heater, install XT 5e- p��G V�� ries Thermal Expansion Tank by#eeing into a coid water supply A E9""°� �f., i as shown.XT tank must be installed between water heater and ' , check valve, backflow preventer, etc. .S� o�N DFECTpNpFF1dN Z MObEL XT VERTICAL PIPE INSTALLA710N ' TANK DIMENSfONS AND CAPACIZIES , MAXIMUM M�#XI MUM DI MENSI ONS MOpEL WORKING T'�K ACCEPTANCE FACTORY NUMBER PRESSURE VOLUM� PRECHARGE WEfGHT VOLUME DIAMETER HEIGHT SYSTEM � (gallons) CONNECTION psi (gallons) ps� Ibs. XT-8 150 2.1 1.Q 40 $ 10 1/2 3/4 N PT 5.5 �-�8 �50 4.5 2,4 40 11 13 1/2 3/4 NPT �p ' WARRAN • TY.WILKINS Vaives are guaranteed against defects of material or workmanship when used for the services recom- menc{ed.If in any recommended service, a defect develops due to materlal or workmanship, and the device Is returned, freight ' prepald,to W1LKIiVS within 12 mon#hs from date of purchase,it will he repaired or replaced free of charge.WlLKINS'liability shall be limited to aur agreement to repair or repface the valve only. 1 ' ! i 1 OPERATiON � Faum�open With faucet open expanded water is released as it is generated. �he�,�ti,�.. ..� ' No�roblem with expansion No pressure build-up I I 1+� T 8 P V¢I�e ' II � 11 AVEFAGE I I 50 P5� u � �00' With faucets closed, as in the evening, pressure bliilds almost instantly unti! FBUceICbsetl ' the safety relief valve spills hot water then the cycle repeats itself. c�tl��s�� ____ Fiat water under high pressure 150 psig Stress on wa#er heater and components � Wasted BTU's *dP�.�� i i „o ii i� i� �� +so��a ' u ,�� ' With a Wilkrns XT 5eries Thermal Expansion Tank installed 6etween the check valve and the water heater,pressures are controlled and sysfem is restored to Faucelcbsed a safe a�d proper working condition. `"°��""�� --- ' Expanded water is absorbed by W�Ikins Tank. Pressure is controlied Reiief valve is not called upon to operate �i 14�� TdPVaAb ii ' ii i i ��p,��„e �f Raaloreq ' SizING CHART �� upp� WATER HEA�R CAPACf'fY (U,S. ga{j Pressure(psig� 20 30 40 50 60 80 100 12p , 40 8 8 8 8 $ 18 48 't8 50 $ 8 8 8 8 18 18 �t8 55 8 8 8 8 8 18 18 18 ' �� g � $ 8 1$ 18 78 1$ 70 8 8 8 8 18 18 18 18 �0 8 8 8 8 18 18 18 ' 90 8 8 8 18 'i8 18 100 8 8 18 1$ 18 140 8 18 ' 18 18 ' 120 98 18 = consulf factory ' Based upon iQ0°temperature rise(4D° F to 440° F) WILKINS s,�.�,�,�y SXT(REV. 10/01 W«.KINS OPERATlON OFZURN PLUMBING PRODUC7'S � 1747 Commerce Way,paso Robles,CA 93446 Phone:805l238-i100 Fax:8051238-5766 ' � � ' ' � 1 t 1 � ' ' ' , , � ' � , ' , , , ' Anchoring Systems 4.3.4 HDl Dro �In p Anchor �q.3.4.� PR4DUCT DESCRIPT�pN The Hilti HDI Drop-In anchor is an internally threaded, flush mounted expansion anchor for use in concrete. Product Features ' � Shafiow embedment depth I � � Internal thread I � FIusF� instaHation , Guide Specifications I Expansian Anchors: Exfa�sion anchors shall be flush or shell type which meet the description in Federal Speciiica#ion FF-S-325, Group VIII,Type 1,tor expansion shield anchors.Anchors to be zinc plated in accordance with ASTR�t B633, Sc. i,7ype tlf.Anchors shall be Hilti hD!anchors as suppl€ed�y Hilti, fnc., P.O.Box 2114g,Tulsa, OK 74121, ' InstaEla#ion: Shell or flush type anchors to b�insfalled in holes driAed with y�� I installed per rnanufact�rer's reCqmmendatior�s. ti carbrde tiAped drifl bits.Anchors shaH be I , A rovals ' I� �p /�istings ' Approvals I � City of Las Ang�les(COLR):�esearch Report No.23709 • Factory Mutua!(FM):Serial No.22765"Sprinkler Hangar Components—Expansion Shields" I �• Conforms to the description in Federal Specification FF-S-325,�roup VIII,Typ� f for ezpansion shield anchors, � Listings • Underwriters Laboratory(E1R),°p�p�Hangers"(3/8"-3/4"diameter) • International Conference o#Building Officiais(ICBO):Evaluation Report No.2895 I � Southern Bui�ding Code Congress(S6CC1):Report No.8913 I MECHANICAL 4.3.A..2 MATERIAL SPECfFiCATIONS PROPERT#ES ,, fY mi�.f� �DI Carbon Steef material meets the requirernents of AIS! 11�OM or AISI 1010 for the 1/4",3/8"& �/2" 4�I�(303) 53�36) I DI Carbon Steel material meets the requirements of AISI 72C14 fior#he 5/8"and 3/4"sizes 60 (475) 78 �4p HD!Stainless Steel maferial maeis tf�e requirements of qlSl 303 � } I arbon 5teel H�I plated with a dull zinc finish for corrosion protection in accordance with 60 414 100 689 57'M 8633,Sc. i,T e ffl � ' I 4.3.4,3 TECHNICAL DATA � Df Specifica#ton Tabfe ' Anchar SFZe in. �/0 3�a ��z s�8 3�a Comb�ned Shear and etails (mm) (6.4 ,�: bit diameter in. ,�e� (9.5� (132.7) (Z5,9� (19.1) Tensiora Loading h�,m:sttl,tle pth oi e m h e d. i n, i �Z /e /'2 � ' anchor len �� 1°/sa 2 �°�te 3a�te : hole depthg (mm} (25) (40) (51) (65) �8f} Nd 5/3 Vd 5/s ��h: useable thread j�, 1'16 S f� �Nrec � � �U < i�� IAll�tfl �° ��e ��e �a�s rec � �m�� 11� �f$� ti 7) (22) (34} (Raf.Section 4.1.3) Threads per in, 7p �g 13 min,base material in. 3 3'/6 11 10 thickness (mm) �78� d �r�` 6'�s ,: max,tightenin9 H Ib q �79� (102) (130� (162) tarque Nm) 5.4 �� 2 37 8Q (14.9) 29.8) (5Q2? (10A.51 � � , , , I 1 � r � � � � � � � � � � � � � � � ' Anchoring Sys#ems � i ""' �7��-1 HD� Drop-In Anchor 4.3.4 � Car�on Steel HD1 Ultimate �aads in Concrete 2000 si 13,8 MPa � , Anchor size P � ( ) 4000 psi (27.6 MPa) fi000 psi (G1,4 MPa) 1n. �mm) Tensiu�t Ip�kN} 5h2ar Ib 1kN) TensioR !h (kf�) Shear fb(k{kN)N) Tensi�n Ih(kN) (kN) H�1-�/a ( 6.4) 1995 ( 8.9) 1800 { $,0) 2270 (10.1) 7500 (11,1} 3150 (i4.0) 2800 (12.5) ' IfDI-3I8 { 9.5) 3555 (15.8) 3850 (17.1) 4460 (19.8) 5000 (22.2) 5430 (24,2) 600U (26.7) HDI-Vz (12.7) 447D (19.9) 8000 (2�.7) 7'190 (31.8) 8500 (37.8) 9375 (41.7} 1 QOOQ (44.5) HDI-S/a (15.9) 7500 {33.4) 10000 (44.5) 1�685 (52.0) �3000 (57.8� 14865 (66.1) 15000 (66.7) � HDI-3/a i9.1 1000U 44.5 �5500 69,0 16260 72.3 20400 �89.Q 2225Q 99.0 22UQ0 g7,9 Carbon Steel HDI A�lowable l.oads in Concrete , Anchar size �000 psi(13.8 MPa) 400p psi(27.6 MPay 50Q0 psi (41,4 MPa) ��• (mm) Tension Ib (kN) Shear !b (kN) Te�sinn 16 (kN) Shear Ib (kN) Tension 16(kN) Shear Ih(kN) HDl-�/a � 6.4) 500 ( 2.2) 450 ( 2.0) 570 ( 2.5} 625 { 2.8) 790 ( 3.5) 700 ( 3.1) ' HQI-3I8 ( 9.5) 890 ( 4.0) 9fi5 ( 4.3� 11i5 ( 5.0} 1250 ( 5.6) 1360 ( 6.0) 1500 ( 6.7J HDI-�/z (12.7) 1i20 ( 5.0) 1500 ( 6.7) 1755 ( 7.9) 2125 ( 9.5) 2345 (10.4� 2500 (11.1) HDI-S/e (15.9) 1875 ( 8.3) 2500 {11.1) 2920 {f3.0) 3250 {14.5) 37i5 (16.5a 3750 (16.7) ' HDI-3/a iS.i 2500 1 i.i 3875 17,2) 4065 (18.1 5000 (22.2) 5565 24.8 5500 24.5 � Note:7he uftimate shear and allowable shear vaiues are based on tt�e use o#SAE Grade 5 bolts, (f,,=85 ksi, F�,�=i20 ks�)with the exception a#the � 114"HDI in t'c=6000 psi concrete which is basetl upon the use of a SAE Grade B bolt(fY= 12Q ksi, FU„=15p ksi), 'Carbon Stee� HDI Allowable Load in �ightweight Concrete3 Anehor insfaffed in 30 0 psi (20.7 MPa) Anchor�nstalled Thraugh Steel Qecking inla ' Anchor size Lt. Wt.Concrete 1 30fl0 psi (20.7�IPa) Lt. Wt. Cancrete' , �� Tension 16(kN) 5hear !h(kN) Tension 16 (kN) Shear fb(kN) H�i-1/a ( 6.4� 465 (2.1) 340 ( �,5J 530 (2.4) 335 (1.5) � HDI-3/a ( 9.5) 755 �3.4) 940 ( 4.�} $80 (3.9) 1010 , HDI-+/z (12.7) 1135 (5.0) 1700 � - �4�� HDI-5/a (15.9) 1465 � 7.6) 1105 (4.9) 1755 (7.8) (6.5) 2835 (12.6) HDI--3/a 19.1 Z075 9.2 3680 �6.4 - - ' 1.TE�e tabulatetl shear and tensile vaiues are for anchoFS insTalled in structural lightweight concrete having the designatetl ultimate cor�pressive strength at the time of installlation.The canc►ete must comply with ASTM C 330-77. 2,The tabulated shea�and tensi�e values are for anchors installed through 20 gauge intermediate decking into structural Eightweight concrete hav- ing the designated ultimate 5tre�gth at the time of installatia�.The cancrete must comply with ASTM C 330-77.Ancho�s were lacated in the vai- ley of the fluted deck. 3.The allowable valass are ba5ed orr the use of 5RE Grade'2 balts installed fn the anchors, Stainless S#eel HDI Uftimate Loads in Concre#e Anchor size 4000 psi (27.6 MPa) 600a psi(41.4 MPa) ' in. (mm} Tensfnn th(kN) Shear Ih jk�J) Tension fa(kN) 5hear 16(kN) SS HDI-�/a � 6,4} 193p � 8.6) 2400 (10.7� 2950 (13.1) 240D SS HDI-3/e ( 9,5) 4170 (18.5) 492D (10.7) SS HDI-�!z (�2.7) 7350 t��.9) 5850 (26.0) 4920 (21.9) SS H�I-5Ja (32.7) 11Q4D (49.1) 9630 (42.8) 11D40 (49.1) (15.9) 10540 .(46.9) 18a40 (80.2) 151D0 (67,2) 18040 ($0.2) SS HD!--3/a 19.1 153d0 68.2 2232Q 99.3 2013a 89.5 22320 99,3 tainless Steel HDf Allowable Lqads in Concrete Anchor size 4000 ps9 (27.6 MPa) 6�00 psi (41.4 MPa) in. (�nm) Tension Ih(kN) 5hear IG(kN) Tension Ih SkN) Shear lb(kN� HDI-�!a ( 6.4} 480 ( 2.1) 600 { 2.7� 740 ( 3.3) B00 � �oi-�r8 ( s.�} �040 � a.s7 �zao { 2.7� Hpl-Vz (12.7� 1840 ( 8.2) 2760 � ��5� 146Q ( 6.5) 1230 ( 5.57 H�I-Sle (15.9� 2630 (ii.l) 4510 �12.4) 241� (10.7} 2760 (12.3) �iDf-31a �19.1) 3830 (17.0) 5580 ��0.�� 377Q (i6.$� 451� t20.ij (24.8) 503a (22.4) 5580 (24,8) ote:The allowable shear values are based on the use of Type 18-8 bolts. � � ' ' ' � , ', r � � � � � � � � � � � � i � � ' � � ' TO�CO ' INCORPORATED CORONA,CA (909)737-5599 � Fig. 60 Top Beam Clamp � ' Size Range-314 thru 6 inch pipe. Maferial—Carbon Steel. 3ia°F�Ar wnsHeR Function—Recommencfed for use on top fiange of standard I- �-�, are��LOCK WASHER ' beams, wide flange beams, and roof trusses where the flange /� � 3J8��sr� hExNUT thickness does nof exceed .81 inch. ' � Installation—Siide steel clip againsf beam ffange and attach � .� hook rod and i-rod (Fig. 102). Tighten hook rod and I-rad (Fig. �- � .�'' ' 102). Tighten hook rod using hex nut and locking washers SPECEFY FLANGE � provided. I�ammer clip firmly against tha underside of the beam THICKNE55� 1 I''�� to complete the installation. � ; i�� i ' Features—The clamp holds firmly to the beam prQViding an ' I � � A EYE aop efficient and economical means of su ortin small i in from 1,�,,�� Fic.iaz� �p J p�P� 9 (NOT INCLIJDED. the top Flange of steel beams and roaf trusses. eerva�n,ro P�nce ORDER Maximum Temperafure-650�F. ATASSEMBLY SEPERATELY.) AS SHOWN ' Finrsh—Plain. , Note—Available in Electro-Gaivanized snd HDG finish or Stainless Steel materials. � Order By—Figure number,flange width and flange thickness. ' P1PE SIZE HOOK RO�Df- I-ROD(FIG.102) MAX.�tEC. AMETER A LOAD LBS. 3I4--2 3/8 3I8 610 � 2-112-3-1/2 1/2 1I2 940 I 4-5 1/2 5!S 940 6 1/2 314 940 ' Fig. 6� Top Beam Hook 10�''� �� , M�#�rial—Carbon Steel. '"� Funciti�—pesigned to hook onto fop flange of beam or angle tru,ss�� The supp� od completes assembly and secures it to flange �•�, Finish—pEain. i"� �� e � � ! Note—Available in ectro-Galvanized and HDG fini or Stainlsss � Steei materials. � �,� Order By—Figure nurnber, e, width and • ckness of flange, ant� `�� ' finish. \�,,�`` �,. ; � �,. TYPE q * MAX. REC. I I�.� ' LOA�LBS, '� q 1 3!8 5I16 1 300 FLANGE WIDT 2 112 31B 1 500 3 7/16 1 00 ' 4 3/4 112 1-1/2 100 5 718 9/16 1-112 2000 "Not a icable for t e 1-2"and t e 3-2"flan e widths. , s,zarzoot —58— 1 � � ' ' � ' ' , ' 1 ' , � � ' � ' 1 ' 1 , ' 1 ' � � , ��tC4�RPt3fi'ATE"� �� vOR�'�i+4.CA+(9Q5�7,�7-,rf.,q$ ' ��. � �� 2�� Z"'�� . � �� - � �� a�e�taaa,�e - si2 t�SY�: Ea anch �ipe. ,��a�e�czl-��r��Stee:;�i�. ��va�:ze�*.a v•�U saeci�c�tFan. ' �s�a�c�a�-For generai�ip:ng�uT�oses_ ;�n�:riec $;��v2�r.ut �esi��aerr�its�-bangeY a�jus;:ne�t after ins'ai?aiion. S�az�;�a ter:sio�^ on sw�ivel nut �oids it ' sec�-e�y �n han�er befa�e i�s�ail�tior. �w=:ve? nwt easiiy rg:?~�c�ve�. �pps�-a�al�-�3ncerc�;riter�'La�ara�o:�es iisEe��rci t �=actc�zy��iu=.�al �r_gir�eenng ap�rove�.. Car.�orr.�s �a�e�era3 Speci#��af"so�LU�AT-�-�7iE,#ype 1�,an� �1art�:faet�,rers Sta�tdar�izazio;� Sc�cie#y S�•69, tyue ?t�. ' ��m�sa�e ��rep��sst�are -6b�1°F ��:ais�a - �dii. �ai�an�zecl ana Stai�less Steei. C)rd��y - �igure numt�er an� pipe size. � r.z ' �...Y.......��,_ t��-�� $ ' � i. ' j k�;� . i � , , � � rr�� / \ � 3 � 1 . . . � � - _.�.� € 1 . € ,..__._ .,,_..... � ' Qt� �zoc� sa��c ��• .4�ax.w�j�c�'a �x��xi 5lZE Si7.E R � • C S3Z£ I.t3A[1 l85. �IG.2 NFF'A ' � . 3 8 ,:� �� 2-Sf8 �•3 8 �� .. � 17 17 �- ,. �� ,:� - . .� . � � ., e.. . � �.,� .. 1 3�8 3-3 8 2-5 $ �•�/8 I x 1 4t� 18 18 � � � � �� r�°�'�� N m ��` " � -� 2 3-7f8 2 8 � � x� 4E�1 2� W 2I . � �-�� * 5•3'4 4- �-5 8 1 xi-3'15 600 , 41 40 � . _ ., .-. .._ . a^., k_a._n� . �. P i�w. s 3�,�`�`a;;,r� �. �� ' - n � � � � � � �� . � *; � �� . . �" -3'8 5-�' 2-1�8 � x 1-3 lb G�0 52 50 ' , .� �,_ � , ��, �r � . ,, �._. � ��.:.,� .� ��. � � 5�$** 9 b-1�8 2-1i4 12g�x 1•1'� I2�0 � 97 95 1 � �� ` �� . �� ,r �� .. r��. �: �,: , '�!8"nnt is use�w3ae�s P�a"1�PA rod sizing is reanested. '"I%3"nut is Yased whEn NfPA rad xizing is rtc�u¢ated. 1 � � � ' 1 ' ' ' ' � 1 ' � � , � 1 � ' �I ' , , 1 � ' ' . i • -��, L Design Review Action Form �- �� T"OWl`�T OF VAIL �a�v�v o�ti'rSIL � Praject Name: Finos del Norte sidewalk f'roject Numbcr: prj00-0108 heatin� Project Description: heating of side�valk and boiler addition ()wnei•, Address, and Phone: Pinos del Norte �� '°�y� C�`Y�-�� ' � PO box 69 Vail, C4 8165$ 476-2747 Architect/Cantact, Address, and Ph�nc: Pinos Del Nortc— Don Lars�n FO Box 69 'Vail, CO 8165$ 47b-2747 Project Street Address: b00 Vail Valley Dr. Building C Lcgal Des�cription: part of tract B, Vail Village 7th Parcel N��mber: 21�10$110003 Building Name: Pinos del Norte Comments: heating exis#ing sidewalk Boaard/Staff Action Motion by: Action: staff approved �vith conditions Scconded by: Vote: Conditians: 1. boile�r to be screened by adc�itional landscaping Town Planner: Allison Ochs F�ate: 5/5/00 DRB Fee Paid: �20 Proj ect Name: Pinos clel norte s�dewalk heat Document 1 f ' � l�` ��-��'P-�- �.;/�� FROM : PIhiflS DEL NDRTE Pi-�ONE N0. : 97047676i� htay, 02 2000 08:51RM P2 lIW; Ma. u� �� +. � ^ � � '"�'" Q��sticns Call tt►e Planning 5taff a�47�-2138 �'��`�� APPtIGA'RON FQR DlStG�ll Rlti'i�W A��VAt ll'��pD��n iS fbt'�tY p�u)� �4uirirt� DEslgn Ravt�w approval. �Y P�7� �eQ4iririg design r�ew rnur� re�lve i7�9n Revkw apptov�l prerx to subm�tlnq for e bur7ding ppmK. For s�esafit i�rnaUtm,see!!'�e subrrrttal ��corett�b!or t�e particvlar�lpprov�l t�t i5 r�q�d• The appli�ation tannRt b�e aocx'-�i'��+d unt�l aN t�e req�d t�or�w�i�sc�bmittr�. 1?�e Dt'OleGt mar aba neGd to be+-ev�by the Town Council and�or tt�e'P�annfng arsd Envirv�u�sental CorES►u�sion. Dasu�u Fl�vsaw Board eppreva!�fr�s one year a[t�er fintil�ppr�al phl�rr e buil�dittg.pemi�i�t ist�ed and constru�ioit 1�start�d. A. QF�7-+�REQu6r: f'�t ' C.� � '� '�n1 S��E 4!H!k �n� "��i4� U f�./t u� � 'iu �r,t. :1. nl� N� F�47 S;�l�w��+C . � ''i — O N�'r'r��L.. ��R d tf T�`N t,� �S � � U!'t � O F kJ ��P� %�x �T�2�s �qd ��Td 6�f s�'�v7 U r .� �-, � __.� B. Lpf,�►7IO�f oF PROP4�S+4L: L.oT: BLOGIC: RiING: �nrs��,oa�:��a R-i�C �1i9��F r� �b�. �.�l.,� G C, pARCB.*-�'C f C r�l ;= ��' -� ((urttact Eapk Cv'A�.x3 C?Rioe at 970-328�4 ivr�aroef�x) ' P7. Z�NAIG. . �. ru�of owm�ar�:��N o s � �� /�'o nT�" � . r+Aam��: .4. d d � 0 �. ow�t,�s7 �ueru�s�: �. nw�c��c�u+rr:��r'��---- — ,.,.,� �an.rrr�aw�s•_. _ r . . . _ PHdNE: � F1. TYPE'4F f�Y�EW AN�J FEE� ' - !, , � New Cancp�ct�oe-q200 CAr�Ctia�n af a new buEldino. . . T � � . d /�on - t�0 Trtdud�s arq+ �dGiot�n where squaoe f�taQe is added to sny R'�sidrrttf�l or Qomrrrr�a!btt�idi�. n Ml�or Al�eraao�t� $�2o L�dudes minor dian�es 6a buifdinqs�d�be�moro+�e�►�,s�tcl, as.r�ng,ty�i[ttiA9,wlridow additiotis, I�ctdSCBCir+4,f'�noes en� rCt81111f1Q Wd�fS,e'OC. pR�t�are�be D�eid at the tirr�nf subm�taL Later,wnen applyinQ far a buddin9'�.ple�kle�dfY tt�e ao�ratg�I�sat�o�n aF tne�+pjea. The Town 0�Vai!v�n'[adjust tl�e fe�e acmrd"o,g�cs tt�e pre�ea Yalua�on, PLEASE 6UBN[IT THIS APPLYG47�ON�ALL$UBMITI`�►L REQlJ2R,EM�N i5 MD THE F�'T�O TH6 DE�p/titTMENT Qf CQMMUNIT'1'�EYEt-OPMiENT, . 7�SdUTH FRO�NTA�GE ROAD,VAII„QDI�ORJIDa Si657. " . _ .. _... . ,., ..,. _ � ;.0 . � 4- . . � IdA : � ,�Y�,��,.. , s, � �" . '.. ��ora�.�...,._ :�c � �a � G��ng p�;' _ , , , , .. _ Me�eti i9atiG � . .. : , Pre Applic�it� :. itlanrler.� � ,, ��ac�No.: � � , , ._ , .. ..., .,.. , , � � � _ :;.... . . . ..... . .. . _.-_ ,. . . • ,-- � , �, I FROM : PINOS DEL NORTE PHONE N�. : 970d76761 May. 02 200� 08:52AM P3 MHY-IOY-17fU ne:r� r�: ,�v •�u�•� ULV �... .� •- � • •-- --- � Qu�SCions? Ca1(t�e PI�nning �iff at�i9-2138 MINpR A4TERATIONS TO THE DCTERIOR OF �LIIEDINGS ��T ',� AN[�SIT''E IMPROVEMENTS INF�RMATIC)I'tf , 711i5�3piiC3ti011 �p�1eS t0 Ch�[lQeS rTt�d��C!8 Sik��r�jctL�itir�lt!!rdLitsns o�tl bl�fldfrlg. Arry a�b�a�an in wF�Cfi addltlan�!building squar�fdotage�aQded witl rGquir��1d�ions" �ppficalxOC1. I. SlJ'BMIT�AL REQ�IREMENTS �, Phv�or s�es wh�c1 co�we�r tfie exisrirp csonditlons.. O Photas ar sketches which�y oon��y d,re,��oposed bur►o�ng o�s�e a[�or�s). �7 Al!rdevant sp�eciftcatio�s for tf�e prppp$al inth�ng c�alars and rnat�rlal5 tv be utsad. ❑ Cvndominium ASS4G�OOn�pproval(�appllCable). �1 T!dte ir�t oF d1�prt»posal is rtot Gebr�y�ndtc�ted,th�Adrttinistrator may de�rrnine tha��ddiavna! mat�rials are nao�ssary for the r�wiaw of Ch�appfi�ti�n. 4 ' j FRUM : PINOS DEL NORTE PHONE hlC�. : 970476761 May. 82 2�00 08:53AM P4 MAY-02-00 00=�8 F�;TdV-LUM-U�V-U��1 � __ iu �� IJL7yM • ••�a BUILC3�IMATERLALS: TYP�OF MATERIAL: �OR; Ft�af 5iditl9 Otfttr'Wa[I Maberia� F� StlffltS w,�►doti� . — wa►do�rrtn, _ ___ Aoors popr Trum Naod OP De�'Jt Rails �� F�k�g Cltimneys Tr�Endt�u� � __ — Greenhouees _ —,_� i�tatr�nCjc watts F�eriDt U9htlncJ - ptl� ,.�I'�I�1 d�i�� QG�`'C I F � I3��R`'� *please sp�ecify the rrtanuFacxvrer=5 Cdor, nurr�er and astaeh a 9rra�11 cQWr Chlp 'tl�Ag 0dr�ior Ik,�ht�aG Rtt�t mta tlir Towo�9 Upht�nq CHdJts��re IZ-li-9. If�r L'9�+9 S P�P��. t��dlCate!!�e number ot tbcn,r�es a1ld bCations on a�epa�e 6Dhtirq Pfan. I�d�tify eede fr�cn,re tYP� a�d�rnvide�t+e t�eignt above prad�lum�s autpu�Iwnlnous anea,ana anach d tvt she�t of the Ilg�►�ng f�xturts. 2 FRQM : PINQS D�L NQRTE� PHONE N0. : 97047676� Ma�. 02 20�� e8.51AM �1 l 1 • � � J � � � ,J _. � � � ° � � � � � � a � � � � � � �, � � � � � � � f � 0 � � � � � � : � � r �� 7 � �� / � �l�,-t;5 ly� � � • �_ � , � TQWNT 4F VAIL DEPARTM�NT OF CONINI[7NITY DEVELOPMENT 75 S . FRONTAGE ROAD VAIL, CO 81557 970-479-2138 NOTE: THIS PERMIT NlL7ST BE P�STED ON JQBS I'I'E AT ALL TIMES ADI7/ALT MF BT7ILD PERMIT Permit # : B99-0007 Job Address : 600 VAIL VALLEY DR S�atus . . . : ISSUED Location. . . : 600 VAIL VALLEY DR (PINOSApp�ied. . : 01/18/1999 Parcel No. . ; 2101-OS1-10-003 Issued. . . : Ol/25/�.999 Project No. : PRJ99-�008 Expires. . : 07/24/1999 A�PLICANT KI,�HR CONSTRUCTION INC Phone: 97fl--328-1614 P 0 BOX 1506, EAGLE CO 81531 CONTRACTOR KLAHR CONSTRUCTION INC Phone: 970-328-1614 P O BdX 1506, EAGLE CO $1631 OWNER PIN�C?S DEL NORTE APARTAMENTO C IN � TOM NOONAN, BOX 69, VAIL CO 81658 Tt�VICo�mm. �BV. D��ptlon: ��ean-up Deposit Refund BUILD DUMPSTER AND STORAGE ENCLOSURE a�a proved � Occupan�y: R3/Ul Not in table +. �i71t'�Ll�l'� �G'}'U�� Type Cons�ructian: II FR '�'ype II �'ire Resistive ��t� �� `I�pe Qccupancy: Valuation: 3, 500 Add Sq F� : Fireplace Infvrmation: Rastricted: #Of Gae Appliancea: #af Gae Logs: #0€ Wood/pallet: rrwrwrrr�+r�r+rirrr+r+r++�riar�+�+rwaa�rrr��.+�t,rr+++i�iairaa FEE SUMMARY ++arr+riWrr++r�r�rwrr,�++��t�a+ai+rrtrraaa�rrWr�rr.�r,rrrrrr+x� Building-----� ss.00 Restuarant P1an Review--> .00 Total Calculated Feea---> 263.25 Plan Check---n SS.25 DRE Pee----------------> 20.OQ Additional Fees-------� .(l❑ Investigation� .00 Recxeatien Fae----------> .�0 Total Permit Fee--------> 253.25 Will Call----s 3.00 Clean-vp Peposit--------> 100.D0 Payment�--------------> 2b3.2S TOTAL FEES--------------n 263.25 6AT,ANC$ DUE-------------� .00 +�+��rrrrwrr�rtwwt-a�+,t+a++r++ias+ar+rrrrrr.,rr4rt�irrrri+++at+rafir++rar+ar�.a+�ti�,r+r+t�rtr+�+++r�rar+ars<+�+3trrWrrr��rra�r+++st+a It�m: 05100 BLTILI7ING DEPARTMENT Dept : BUILDING Division: bl/18/1999 JRM Action; NOTE PIYANS TO JRM- 01/25/1999 JRN1 Action: APPR APPRBVED JRM Item_ 05400 PI.�ANNING DEPARTMENT Dep� : PLANNING Division: �l/18/1999 J1�M Action: NOTE PLAI�iS TO PLANNER O1/21/1999 JRM Action: APPR APPR PER BRENT Item: 05600 FTRE D�PARTMENT Dept : FIRE Division: O1/18/1999 JRM Actiq�: NOT� PLANS TO FIRE Ol/25/1999 JRM Action: APPR NO REPLY FROM FIRE Item: 05500 PUBLIC WORKS Dept : PUB WORK Division: 01/18/1999 JRM Action: APPR N/A s+f*+�reer>etrrr�rwwwrr+s,ra�+a++++*rrsrrrwrrrvww>rrr+++t�+rrratatear+,rrtr,rs+a*err+�rr+�+v+rtsrrrw++�r�ar+ai+t+�r+++y.i+ar�it�rrrwvrvr See Page 2 0� this Document for any conditions that may app�.y to this pennit . D�CLARA'i'ZONS I hereby acknoaledge tksat I have read this application, fil3ed out in full the information required, completed an accurake plot plan, and etate that all the information provided as reqc�ired is correct_ I agree to comply with the information and plot plan, to comply with all Town ordinancee and state laws, and to build thia atructure accoxdzng to the 'I'oan's zoning and subdivision codea, design review approved, Uniform Building cod� and other ordinancee of the Town applicable thereto. FtEQUESTS FOR INSPEC'L'ZQNS SHAI,L 8E MADE T4iE'NT'Y-FOUR HD[TRS IN P.DVANCE BY T$LEPH6NE AT 4�9-2138 OR AT OT7f2 Ofi�'ICE FROM S:oO AM 5:00 PM � i �� , Send Cle�n-Up Deposit TO: KF.AHR CpNST sIGNATgRE OF OWNER OR CONTRACTOR FOR f3IMSELF AND OWNER 7Y�ritir*�Ir*#�kirir#*ir**�Ir*�lr�r�lrglc��F*iric�k�lr#*�k�F#**irir�F�ir�k**:k�kit�lr�r*�r*ir***�iryr�Vr�k#**irYr**�Firir*dr*�1rir�ir*ir�►rir�r CONDITIONS Permit # : B99-�007 as of O1f28/99 Status : ISSUED �****,�***************************�***�******�*�***�*,�******�***********,�******** Pe�nit Type: ADD/ALT MF BUILD PERMIT Applied: O1/18/1999 Applicant : KI,AHR CONSTRUCI'ION INC Issued: Ol/25 f 1999 970-328-1614 Ta Expire : 07/24/1599 Jvb Address : Locatian: 600 VAIL VALLEY DR (PINOS} Parcel No: 2101-081-10-Od3 Descriptian: BUILD DUMPSTER AND STORAGE ENCLOSURE Conditions : 1 . FIELD INSPECTIOP+TS ARE REQUIRED TO �H�CK FOR CODE COMPLIANCE . 2 . ALL PENETRATIONS IN WALLS, C�ILINGS,.AN1] FLODRS TO SE SEALED WITH AN APPROVED FIRE MATERIAL. 3 . SMOKE DETECT�RS ARE REQUZRED IN ALL BEDROOMS ANI] EVERY STORY AS PEI� SEC. 31Q . 6 . 1 OF THE 1997 UBC. 4 . FIRE DEP�IRTMEI�I'I' APPROVAL IS REQU�REp BEFORE ANY WORK CAP7 BE STARTED. 5 . ENCLOSURES TO BE 1 I-�R FIRE RAT�D. DTJRA-ROCK WII,I.� NOT MEET THE REQUIREMEN'T. SPACES MUST BE SPRINKLERED 6 . A SPRINKLER PERMZT WILL SE REQU�RED TQ ADD HEADS TO THE STORAGE AND DUMPSTER AREAS .BY QiTALIFIED SPRINKLER COMPANY � � rr�r�r+rtrtrr,r+�*ri+t,r+�+rrfr,rr+ry�ertrrrrrrwww�a++�ra�a.trri.sf#.rrw TOWN OF VAIL, COLORAUO Statemnt rrtwwxe�rr�rr�r�r�r�►r�rry�rt�rrrr�rwr�rrrrr+rraatiarra*wwr.r�r.r�:� Statemnt Number: REC-0492 Amount: 263.25 O1/26/99 1U:51 Payment Method: CK Notakion: 4549 Inic: 7N Perrnit No: 899-00�7 'I�pe: A-MF ADD/ALT M�' SIIIL� PER Parcel No: 2i01-a91-10-003 Site Addreee: 600 VAIL VALLEY DA Location: 6ao VAIL VALLEY DR (PINOS) Total Pees: 25a.z5 This Payment 253.25 Total ALL Pmtsa 263.25 Balance: .o� wwwirei++i:t*Warrr+t,r++rY++++r�rawrrsrwrr�rtw:erW�r:x�r�rr�rwwrrtr Account Code Description Amoun� SP OO100Q03113140 8CI3LDING PEI2MIT EEES 85.6� DR OOi00003112200 DESIGN REVTEW FEES 20.Q0 PF OO1Q0003112300 PLAN CfiECK FEES 55.25 AD D2-DfiP08 CLEANUP DEPOSITS 100.00 WC 6aYd9 0 03 112 8 00 WILL CAI,L INSPECTIOIR E'EE 3.00 ----------------°_--------------'----------'--'-----------°--°°- I • I I . � �, � � � , 0 m ; ; o � i i a w � o i N � i r � � ' �� Q i 4 � � O � i O i p i i o i �p i � . i i . W � � � � i C� i i 1 f � � I a 1 I 1 1 W 1 I Ei I ! 1 � 1 I 1 �i I I 1 I I � ; I i � i i i i � i E i o i o i i o � W � o o � o � • i • i i • O � F � O i O ' � o g � , i rp� o a i o a i � i ra i .i i i � i r � � p i i i i � Q i i i o � i i i i 0 i � i i � � i i �i N � � q Z � o � o i i o � r�C 5 � o i o � o i O i • i • i i . e.� � o � o � � o I `. o + o � o i !R � rl � r1 i I rl � O � O� i i i i � � i i i i p i i W i i i F � i � i � Gl � i I P+ F � � i i E p H�z � o o � i o z E � OOi o + o � � o 0 op: i w � o i o i i o u LL (�� r1 1 H I I rl � 1 I 1 1 I 1 I 1 A I 1 1 � 1 Q 5 I � ' a I � � � � w i i i � i .�,+ w a ` H � o °' i � r C, i � F � C � .i H ry pm � a � � CL � Q � N � i i Q � � � I � I q � F � a� . i iY � � 6�G . O � o� '�,' i i i N i i H � � 0 - � w a � w ro i E Li Vi i � i i � M M O 1 1 � 1 ! C � 1 1 Q p •� �J. 1 1 M O ' Y N � U 7 � � k GO � L o � �Fi @ m � o ; q ry a m i y F � V ❑ o O � W � F U H � }.�µ m i W C � ,zt vl •• F i vi � N a° a � m �n � m � ee ra a� �"� � A � C7 E � a � r � C7 � 0 0. � � � O � O C�7G7 i oo �pp E r�i p � rHi� p � m paC E a tl u1 7 V i o�C v� ly �.�r-r � i� i pq .. p{ �a� � � q�� t�o a pF � U �[qy Y-[ r i � m K� � � CFA i '� F H F � a m m GaiOOaiF i � � F C9 q [\9 • � TOWN OF VAIL DEPARTMENT OF CONIlKUNITY DEVELOPMENT . 75 S. FRONTAGE ROAD VAIL, CO $1657 970-479-2138 NOTE: THIS PERM�T M[T5T BF POSTED ON JQBS�TB AT ALL TIMES ELECTRICAL PSRMIT Permit #: E99-0009 I Job Address: 500 VAIL VALLFY DR StatuS . . . : TSSUED Locatian. . . : 600 VAIL VALLFY DR (PINOSApplied. . : O1/18/1999 Parce2 No. . : 2101-081-10-003 Issued. . . : 02/02/1999 Project No. : PRJ99-OOQ$ Expires . . : OS/O1/1999 I APQLICANT HTST SLECTRIC, THE Phone: 970-3281610 P 0 BOX 273 , EAGLE CO 81631. CONTRACTOR BEST SLFCTRIC, THE Phone: 970-3281610 � P 0 B�X 273 , EAGLE CO $1631 OWNER PI1�I05 DEI� NORTE APAR.TAMENTO C I1�3 � TOM NOONAN, HOX 69, VAIL CO 81658 Description: LIGHTS FOR STORAGE AND DUMPST.FsR ENCLOSWal.uation: 500 . 00 ywa�wrwwWw+rra++t#�r+Mr�r�Mttr��irirlea��w�rwrrr+�4+r�wttaaaa.rir#�t�iii FL8 SZ7MNIARY +�i�rrrww+a�r�rrte+e�t�r�wr+tr��watr++►+��rt�i.rrt+rrt�iir��+�trr� Electrical---� 50.60 Total Calculated Feea--n 53.00 nRB Fee ---> .00 Additional Fees---------n .fla I xnvestigation� .aa Total Permit Eee--------n 53_00 Will Call----> 3.00 Payments----------------� 53.00 TDTAL FS�S---a 53.00 BALAIQCE DIIE-----'-`-----a .00 riw�rv�rrwwrrwwrrtt#iw�Y�t+r+t�wrrtr+►*rrwwr�rwf++,Y+�trrr+++at##tiYi#*t�k#A'M+M#�tklrlr+tr�Fairt�F#wrtirY#wirYe+ttt+y'+a�+f ys,r�r,4rtarrir++++#�ririt*�ttt,F*#�Y4.rtir!*i It �- 06000 EL�CTRTCAL DEPARTMENT Dept: BUILDING Division: O1�/18/1999 JRM ACtipn: APPR APPROVED JRNT Item: 05600 FIRFs DFPARTMENT Dept: FIRP Division: i O1/18/1999 JRM Action: APPR N/A I *l++Yt�k1r�Y�ri�F�t�YYr�Ylfk�l`vrs!*tti�Firirarrr{`i4iii�l�Iivktit#iiii*�Fef*ftlrb�YtrtV'+fa�rr+fYr+t+frrte�r4reltrtfYrritM1f#iiFrfiii sa+F*i��ti�f��V frtYr4re�rirsvr�leerer*r CONDITION OF APPROVAL it�*r*errr�rr,rrr,rr�+r.ta�r�r*,rr,rert+�errtaw�*re:r++e�r��wrrr�wwe�r�:r��re�w�erwwrrr*r*rv�rvr�tr�rrsrarw*rtt*rr�:r�r**rt*r��*r�srrre�trs� DECLARATIONS I hereby acknowladge that i have read thie application, filled out in fulJ. the informaeion required, cooxpletad an acauxate plot plan, and atata that all the in£ormation provided ae requirsd ia correct. I agree to comply with the informatioa and plot plan, to camply with all 'L'own ordinances and etate laae, and to build this �tructure according Co the Tovrn's zoning amd eubdiviszon codos, deaign rev3ew approved, Uni.form Huilding Code and othar ordinancea af the Toxn apglicable therato. REQUE9T9 FOR IN3PECTIONS SHALL BB MADE TWENTY-POUR HOURS IId AAVANC� BY TELSPHON$ 479-213E OR �yOiIR OFPIC£ FROM 8:00 AM 5:00 PM r � r ✓ �I''r--�-°�--;; SEC}NA2URE OF OWNER QR CQNTR}lC'r0� FOR HIM9ELF ANI] OW1¢ER � . .,�ww,W��..:�..�.�,.,�...,,.....,,,......,...,,�YWw,��..,..,.��...>, TowN oF VAIL, COLORADQ StaCetnnc ��s�rtriia�rra.reter�rwxtr,e�rrtei.�rrrWwrw�xwr+�rt.r�rrrr.+�+.w... Statemr:t Number: RF'C-o492 Amounc: 53.00 02/02/99 12:33 Payment Method_ CK Nqtation: 4553 Tnit: LC ------------------°-- ��--------------------___---`-----'----- Permit No: E99-0009 Type; B-ELEC ELECSRIC.4L PERMIT Parcel No: 2101-081-14-443 Site Addresse 600 VAIL VALLBY !JR Location: 600 VAIL VALLEY DA (PINOS) Total F"ees: 53.00 This Payment 53.00 Total ALL PmCS: 53.00 Balance: .0(7 wwrwr�rv�rwrwr+r+r+�iaarawrt�a�r,rarrtit++�.t�w�+xx.r>wr�se►r�rr�rw.�ev- Acco�unt Cod� DescripCion AmounC &P Oa1oa083111400 ELECTRICAL� PERMIT FESS 50.00 WC q07.o0p031i2800 WILL CALL INSPECTION FEE 3.00 _t , i . �'�'*Co;itact �:ag].e County Asse?;� Of�zce . ,�'�t .970-32$-BFi�i� for �'arcel TOi�i`7 OF VAIL CQNSTF:UCTT.� � „ �Pr`�F C E L• �i`: �1 l_: � J �`�1 �C%.: � j P t P.:1�1 '-- ---_ I I'EF.Mi.T F.PPLaTCr`�'`'�ON I'OF„•i ! . DATE: -i'� �°"t i �� , �� AP�'LYCATZON riU�T f3E �"ILLED OUT CdMPLETELY OR YT 2�f.�:�' 2�0�' Br. 11CCE�TED ' �� *� ��:t**x��*��-�*��*�:x�:�:�� PE?2MIT �PiFORM��TXO3�� ,��*��*��t��xn��.rx*�. � [ -Buil ' n� [ �-Plurbing [ 7 -EZectri.caZ � � t ]-P•iechanzcal [ ] --o� er ' � —�__� � �Qb Nam�: � � i'� � -�-��;�,.'� � Sob Ad d re s s: �-.�"�. � �_ t L�� 'b,.,'r �, =----- � L1_-�--�� Legal Deser-ip��on: Lo-E. �.ack F,i�i.1-�g � ' „> .c � sCfnDIT�'T_SI04: � r _ � ow.ners Nane: �i" �►v � � �y�. t, Address: �:�`? � � . —s �. _ ��'�h.- i::� � � ��:iitec�: �� •._..1�.�� Address: � Ph.~-�-- General Dc scx-3.�tion: `�,'�,. �� ; .� � ,...:. °-� - `-<�:.� �, v,. ,�-� S��ork C�ass •_ [ �-�r'ew [ � -Alterat�on [,�-°Adda.tional L. [ ]--Repair E 7 -�thez 2�um�cx o�' D-,ael Lzr�� Uni.ts: �'1 t+-- Number o� l_ccommodation Units. N mber and Type af �'iz'eplace�: Gas Ap Ziances r . P ��- Gas Logs�V ' �'-��7ood/Pe11e'- l - ��r�F�x•Y.�:x�:r:�+; 'r.icn�k��k�cf�k 'r,�k�:r.��}�ticxic�r*a4 7 �� * tiALUATIONS �:��:>:�:��x*>�kY�*��:��:*�:R*��:�;:*�:�r,� F�U��,�IP3G: $ �- - `�- �r`��' '�-� �:;I�C�'RIC'AL: $`��'i..'� OTH�_�- I'LTJ�Sf3ING: $ � 2�SECHANICAL: $ r. � — r�=' � i TC�TAL: � �->r.'_- � ��;r:x�:X�: �txxt*�:��:�:�� y�:�x CON' FtACTO�t �N RMA'�'rON �t��n��*��*��*��*;*��:* "� er�er 31 Co,�trac or: �L-� . �, � �-t�;,�_ �� . � �4�-�'�'okn af Va_.1 r:e Ad d x-�:s s : 1 ' C: t"�:,, �. S-�l, -E �,-- � g. No. `t-� Phone idumbc r: E,.cctrz.cal Contracto,x-. �t �,�� ; - � �� Ac dress : °3 .- ., `�.��-� -_l--,,.. -�. �� - Tot�;n of V�iz Re . NO. »�- - �� '��"'� phone � Nur�bex: P]_unbing contrac'tor: E - ��og . Addzess : � �awn o; trail fieg. rdC�. - .-- _ T'hone 2dur��L: . Mecha�lical Cantrac�or_; Adc�re� s: .". . Town of Vail Reg. N�. Phone I�umber: r7:Y iC�7 T'7�J'?C7�:�:X�7K7r X7F7F�'�i",Y Y.Y7K7CT75YX7S �{�' OR O�'tICE USE x�1'7LycY�-7�}t7t;jsX�i.�yy}X�,�,��y{XjC77:wY*YxY. SU.�LD' NG P�RMIT �'EE: " BUILDIPdG p P�T�2•iE NG P�R3-iZT �'£E: LA�t CHECI� �'EE: PLUMB�NG P7�.N C�-TECK �'EE: z�f� �ITA3 TCAL PERMIT FI::E: . M�CHANZCIIL �LAN CHEC�: FEE: EL,C'Z'I zCP.L FE�: SZ�Ct2EATION FE�: ^" QT:�ER I'YP� OF FEE: .� CLEAN-LTP bEPOSZT: D�� z E: TO'I'AL PER�iIT FEES : — TYPi GRQUi : Q.FT. VALUATION BUT�b�P1G: — — STGNATURE: � - --� zorrzt��: --� s z�r��7v�: Conments : � , ) C'� }� ��'? P�'.OS7'r ?��'r'iJ;vl� T'�` --- 4� 1, ��,L�`�-�° ��- t-,V u�, � � � hl l�. , .s � �. . , _, .. • . � � ' �� i — �la� . �IJI�I� IJ� Y �I � . 75 soulh Iranlagc raad , • ' uall, colorado £11G57 (�07) 4/9-21.3II or �i79-2139 ol[!ce ol eommunity devrlopmenl TO: � 1��L CO,dTF'..ACTORS CUR�EN2'7 5.'L �tEGzSTiRED �ti'��'H THE TO��TN �F VAIL F�O,1: TQ,aTir' OF VATL P'C3BLZC WOrtKSfCOi�II�Ii1N�.TY DE'UiLO�i•iEC]T bF�TE: — - 2•L�.I;CH �G , 19 R Q � . SUB�r�C�": CONSTRUC TzON P�tKING f� i�SI�TE�xAT� SxOF�.GE 7n summar}=, O�dirt�.nce No. 6 ��ates thaf. i.t C , �er-son ta 1i�te�r, t�-ac}� or c�c osj_�. an c �." unl_a�ti�ul �oT: any az y��teri.�l , �.nc].ud�nc� Lrash pun stezs °�1- � zoc}., sand, c�ebx'�s �•ro� }timen v�,hi_cles t�pon ��-iy �{�zeetp si.de�:apk�ta�� 'o�l��s �. nd pl� cc or .sny po�t�_ot� thexeo�. The x-igh�-of-i•ray on a�,lt�'z'o�n c,:� Vz t �tre��ts ane3 x-oZCls is ��p:co>:imat�l_y 5 �t. of� �i��ve7i�t�;�. ah � o�dit��nce wil� be stzic�ly enforceci by the Tos,�n o� V�.i.l FuL�.�c ��•dor}:s De�a�-�mct�t_ 7'er.son_; founcl v�ola�.j.ng �.ha.s oz-din�nc� wi_l.J. be �7�.ver� a 24 houz writt�� not�.ce to xet�.ov� said �nate�-i�.�. . Zn �he event the �erson so not-j.;iecl does not�.ce t•,�i�hi_n -the 2�, hou�- timc S��ec�f�.c�c�, �-thcc}.'uh�ic�IWor.}�the De�ar�mcr�t �ail� �emave sa�.c� m��tezial at the eype;�se o� persc n � r�otif,i�c1 . 'rhe provisions o� th�_s ordin�r,ce sha�l not be ap�licak� 'e to c�nstructian, mGintenanc� o� zcpa�.x- projects oz at�X strc>t oz al3.ey or any t�t�1a.-l.ies .i_n thc zi.gr�--a.-�-�ay, � . - `.�o revi�t-�-•ord�.nance Nci: 6 ir� �u�.l, , please s�op by the Tot•m o� Va� . �uild�.ng D�par�ment to ob�a�_n � coPY• �'har�}: you �or your � coc. ��x:�ti�;� or� th�.s m�.tter. Reau, nc� �c}��Qt�t, edgecl }�y: . . � � /� ° � •. . . ..:'�i�- L��_ � � �� . . os �i�n/Re1ai ionsh.i.p ��.o �ro- ec� .� . . J . (i. e. Co71t�`aC�OT, o•rrner) '1 r`, �� "'C l 4i.� � Dat � - . . � '• , • � . . : , i • . � , . -�� •�--��+� `, a� �a�� Df �'�i '� � . . . 75 sou►h Irontagc road � vcil, colotado II1fi57 ' (3�3} �t'/9—?134 or ��79—?,139 . afllce of communlfy devc�lapmeitil I BUTLDI�,G PERt�;I7 ISSUAP�CE 7I1�IE FRAt�iE . Ir thi,s permi,t r°ec�ui,res a To��rn of Va�l Fire Department Approval , '� �ngineer-'•s (publ �c �lo�E:s) re�7e�, and approval , a planning Dppartr�� nt t-evi�e4�r or Fle;��th De��artrnent revie��, and a revie�r by the Qu�lcling Dcpartment, °�he est�mated time �('or a �otal revie�r may take as 1onc �s ttiree w�e,;s.. . F,11 cammerci��1 '�:iarge c,r sr�ail ) and all multi--Fani�y permits ��;ill have to fo71c �;r the abov�� r�ier�t��ed maximum requirer�ents , Residen�lal anc� small prc jects shouid �aF;e a � esser a�ount of time . �lo�r��ver, �f residential c r smaller prajects impac�: the varfous above �entioned c�epartments t�,��:h r�e�at-d to necessary �r-eview, these pro,jects may a�so �E:a�;e t�ie three �,teel; per�od , . • Every attempt ti-ri�� l l � r��de �y fihis departmen� to ex�edite this pe��mi,'t.as �oon a5 pc��ible, � � I , the Undersic�ned, understanc] the plan checE: procedure �nd time -Frame.. . , � � � �� ` � , .;� . � A �r e t° ,Y,. . . . . ., � , . , . . . . �;�� . � �� c��-� -� . . . F'r��ject h�a»e • \ � � ��.� � . ' . Date Work Shee� titi�as �:urned i r�to t � � � �Commur�i ty Devele�c�m�rit Departm��i�t. � � . � . , � ' ' t�i�f,'Of�AF�IDUrri T4: ' ALL CONTRACTCRS �ROM: TOti�1ha OF V!-�IL PUBI_IC V,lOf�KS D�PART��1�t�T bATE: r�AY 9, ��)�'� . F��: ti'�'NEN A "PUB�IC 4VAY PERT��IT" IS R�C�UIRED � J o b t�!am e:� ��CG � ,:---�'�, , � � Date: ~\ . - . PEease an�wcr i't�� follo`vin� questionnaire regarding �ne naed ior a "Pu`lic V�Jay Permil^: � YES NO i) is this a ncv� resi�ence? � ' ` �) Is demoliti,�n t�,�ork beinc� �erformer� � , lr��t requires 1he use of th� rig�t . � �� of ��ray, �asemenis or public properiy? � � � 3) Is lny�util�ty �vor�; nved�d:� � �} ;Js .he crivew�y bpinc� re��ved? �, 5) Is dififer�nt access needed �o �ite olf�er t��an existing drive��ray? � 6) Is ;iny c'rainage vrar'rc beir�g dor�e . �ff��cEinc� the ric�hk of way, cascmenls, . � ' or pu'blic pro�erty? 7y (s a "�ievoc:�ble Ric�ht Of VJ�y Permit" �� rea,uired? . � 8) A. Is th� riqhl�oi ��ay, eus�menis or � public ,�roperEy to be used 1or stagiRg, � parkin� or lencing? . B. Ef no to �A, is�a par�;ing, s4aging or ��nc�ng 'plan rec�uired by Commu�ity � � � : Develo�mer�t? . . . . .. � I }�ou answverec� yes to �n � of thcsW guesfion�, a "Pu�lic V�ay Permit" musf bu obtained. h 'ublic V�Jay P�rmit" �pplications may b� obtained at the Pub[ic Wor'r;'s o;i9�� or at C�ommunity Developm�nt. . 11 you haue any c�uestions �lease�cafl Charlie Davis, the �To��rn � o( 1/ai1 Construc`iior� InspeMor, at �79-215�. � � ;�I,hawre rea� and answ��re� all abov u sfions. � t`� ) �_ `:-�'�:�� --�r�� .�� — [ �j — l �.. �1i1� L��%! (� � "C r � _ ,� � ,_.m .. Gor�irac,�r �� Sic�n�ttu,e D�ie , �� Kl�hr f'rsnatnictinn inr. P f� Bnx 1506 �;agle, Co. 81 ti3 I (;omrrkur�ity 1)evelopment T�wn nf Vail Enclosed is a drati�in� for dumpster�nclosure. 'The the work will be done inside the garage at �ino's Del Norte All fram�ng �s metal stud. T�e e�cter�or is stucco. llura- rock will be �sed tbr sheat�in�. 'I'here wiil 6e 2 li�;�ts and one switch. Ylease call if'you hav� any quest�ons. My nunr�ber is 328-1G14 or 471-2469. Respe tfu�ly subrnitted, � ' Tbomas L. Klahr ` Klahr ('anstructi�n In�. � -- � �� I � i M„�"� . w��i±.: �u�.t t.�,wr�� ?!-1�4�'�E l�10. , �:'��?�I? �(r'r. '�4 2':'�.' �L::�.;��'t t': ' - �I....+R f+ .} ' /..•�'�,�� f~ � �f� !V • I � � ��/'' ,� ,,j��' ��,+. � � � r� . r ' ' l3 .A�° �''�� '� ��'• ,��s�'�; � � � � ;�,,,r°,�. � ,' /� � - � � �-- ,.,�.r — � �,�"+�f'� �� .� ,�` - � � +'.��`�, �� ; � � � � ' � �� 4 � ._._.�--�- ..,. � —--• ---�� v`.�'�`�'� - � - —_._ ... �._.- �:' =_-�-_--��-- �„ �` Fi Pc t4� �UcL l M .� �- ' I��i�� ; _- " j�K , *�l�.�i�c� E�tD �fr' j.`ti� L•,rBfa �"" �' .� � �!�! A'7E�#,�ti�s��"ib h) � ; � ^ � � t �, �� , ___... , 1 - � � � -t�� '° � '� `. �� 'l� 1 #�c,. ��,r ��'4' 1 `.( • �� ,� '� �� 1 f '� - : � �t �� a . � ; �-' � , • r �� i . _ _ � °.�"�i�Pop � O� � � � E .-� r �� , � � � '�'� � �f �� - : � j �, � /�,�� '� !- �� ' �'� : � .j. . _�� . ,�� , i . ' {� . s� � _� ,� i �t : �� r1 � � ��l' l f� 1 1 �� . a a �i� � � � � �;� � ,� �� ,a,�� ,:.�� 'a,". I�s�_�+ � �,��M i�' ° � � �'� � --.- --.._.., �� - �� ..--- _ _� � � � _.. .. _. . ..,. � •- •. --.- �i �� i �,� �-�_ ...... � � �� V � .I-• /�, �.��'�'� F � I � ��.��`�� `��-�� ,� ,�• ,q,_sp,,,� �r� � r ��.�� ` � � � � f • M �,. � � � � YW4 �GOI.a�� - , �'..� - � , ,��,,_�� - �-� �.,,;�-1�� TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPNlENT ,�' _'l 75 S . FRONTAGE ROAD ��``�"-�-�"" VAIL, CO 81657 97fl-479-2138 NOTE: THIS k�ERMIT NIUST BE POSTED ON J08SITE AT ALL TIMES MECFiANICAL PERMIT Pennit # : M99-0052 Job Address _ . . : 600 VAIL VALLEY DR Status . . . : ISSUED Location. . . . . . : 604 Vai� Valley Dr. , Pinos delApplied. . :h05/19/1�99 Parcel No. . . . . : 2101-OB1-10-001 Issued. , . ; 05/21/1999 Project Number: Expires . . : 1�/I7/1999 APPLICAN'T VALLEY WIDE FLUMBING & HEATING Phone: 970-949-1747 P O SOX 5d80, AVON, CO 81620 CON'I'RACTOR VALLEY WIDE PLUMSING & HEATING Phone: 970-949--1747 P d BOX 50$0, AVON, Cd 81620 OWNER PINOS BEL NORTE APARTAMENTO A IN $ TOM NOONAN, BOX 69, VATL CO $1658 Description: Va�.uation: 1, 550 . 00 Insta�l gas line only to boil2rs Rireplace Information: Restricted: Y #of Gar� Appliances: #of Gaa Loga: tkOf Wood/Pallet: rr�try�rrrtfr�er�rarWrwrr�wvrrrr�rarrryia+WwWrrwwrwr�aatrara+ FEE SITMMARY +aarr+rar+iirarxwx++it+a++�a�,�a+rrrtrtta�trit++a+i��rryerrr Mechanical--> 40.00 Reetuarant Plan Review--a ,00 Total CalculaCed Fees---> 53.00 Plan Check---> 10.00 DRB Fee---------------� .OD Additional Feea--------� .ofl Investigation� .00 TOTAL FEES--------------> 53.�0 Total Permit Fee--------� 53.00 will call----> 3.00 Payments-------------—� 53.OU BAT�NCS Di7E----'- -----> .00 r��r��rrtr.w+�rry�rwrrrr�reetwvrrrYr+wrWrrWwwwwtvvwrraarrrit+rtii��+�trira+rrraaair+r+tWrNrtaratr#ra�s+rr�rrrrtrwt�wr+rrk+�aw��rrtf�rww Item: 05100 BUYLDYNG DEFARTMENT Dept : BUTLDING Division: OS/21/1999 KATHY Action: AFPR Approved per KW Item: 056�0 FIR� DEPAR�'MENT Dept : FIRE Diuision: COND�TIOIQ OF APPROVAL l . FIELD INSPECTIONS ARE REpUIRED "�"O CHECK FQR CQDE COMPLIANCE. 2 . COMBUSTION AIR IS REQUIR.�D PER SEC. 701 OF THE 1997 UMC, OR SEC°TION 701 OF THB 1997 IMC. 3 . INSTALLATIfll`3 MUST CD�VFORM TQ MANUF'ACTURES INSTRUCTIONS AND T� CHAPTER 10 OF THE 1997 UMC CHAPTER 10 0�' THE 1997 IMC. 4 . GAS APPLIANCES SHALI� BE VENTE� ACCORDING TO CHAPTEFZ $ AND SHALL TERMINATE AS SPECIFIED IPJ SEC. 806 OF THE ].997 UMC, OR CHAPTER 8 OF THE 1997 IMC. 5 . ACCESS TO HEATING EQUIPMENT MUST COMPLY WITH CHAPTER 3 AND SEC. 1017 OF THE 1997 UMC AND CHAPTER 3 QF THE 1997 IMC. 6 . BOILERS SH�1�L B� MO�C3NTED QN FLOdRS C7F NQNCOMBUSTIBLE C�NST. UNLESS LISTED FOR MOUN'�'ING ON COMBUSTIBLE FLOORING. 7 . PERMIT PI,ANS AND CODE ANALYSIS MIUST BE �'OSTED IN MECHANICAI, ROO1�I P�ZIOR TO AN INSPECTZON REQUEST. 8 . DRAINAGE OF MECHANICAL ROOMS CONTAINING HF'ATING 0� HOT-WATER SUPFLY BDILERS SHALL BE EQUIPPED WITH A FLaOR DRAIN PER SEC. 1022 QF THE 1997 LTMC, OR SECTION 1004 . 6 OF TH� 1997 IMC. **�*�r********************�*******�r******�*************+**�******************�*** DECLARATIONS � .� i heraby acknawledga that I have read thia application, filled out in Pull the information required, complatad an sccurate plot plan, and gtate that all the information provided as required ia corract. I agree to comply xith the infoxmation and plot plafl, to cvmply xith a21 Toan ordinancea aad etate lave, and to build this atructure according to the ToNn'■ zoning and subdiviaion code�, daeign reviaw approved, Uniform Building Code and other ordinance� of the Town applicable Ghereto. R6QUEST3 FOR INSPLCTIONS SHAI.L BE MADE TN)ENTY-FOUR HOURS IN ADVANCS BY TELEPHONE AT 479-2138 pR AT OUR 6FFICE FROM 8:00 AM 5:6U PM SI6NAT[1R8 OF OWNER OR CONTRACTOIt FOR HZMSSLF AND OWNER �lJ�'�+1/�__ v'-" i v" ° � � � - ,� wrWWWWaraiaaia;saa;;�;�;rrii++iaia+iirr�ir*+i+rW+++++r+�fwa�rt�rr TOS+Iti OF VAIL, COLORADO StaCemnt �M#+tiiitii+�i!l�4t++#+r4riY�k*f4t4riyrfrYYeY�eYlerr4rif�atWra�twvYwi'Yw 9tatemnt Number: RSC-0523 AmounC: 53.00 OS/24/99 13:20 Piyment MeChod: CK Notation; 20a6Z IRit: I�i - ParmiC No: M99-005Z Ty+pe: B-M6CH M8Cf1ANICAL PSRMIT Parcal No: 2101-081-10-001 ' Site Addraaa: 600 VAIL VALLEY DR Location: 600 Vail Valley Dr., Pinae dal Norte,mech roam Total Feee: 53.00 Thia Payment 53.00 Total ALL Pmta: 53.00 �I Balance: .00 I iaira+rrr�YwWM1rt+aaab�la*aaatiiiWaa;;��ya+.�yaf+ir�Yb�Y�r.Yiirlrlr�Yilr#ir+lii♦ Account Code Deecription Amount MP 00100003111300 MEa9ANZCAL PBRMIT FSE9 40.00 II PF DOI0000311230� PLAN CH�CTC FSEB 10_00 �'' 9VC 00100603112000 VPILL CAI,L IN9PECTION FEE 3.0� ---------------------------------------------'-""-'--'------- I _ � �`,*\ \ -� .. �n r� r�v. ,,,�� , " '�: ' f+"+ �t'd �� ,4'' ��. �+ � a��. ��yr � ,�,�,r ro��v aF r�A�� . � � Departinent of Communiry Development � 75 South Frontage Raad' I�ail, Colorado 81657 9�0-479-2138 FAX 970-479-2452 ' t,� �t�, ., ��—��u.� May 8, 1998 Carlos Gomez, Presid�nt Pinos Del Norte Condominium Association 600 Vail Valley Drive Vail, Calorado $1657 RE: Desi�n considerations for future Pinos Del Norte additions Dear Mr. Gornez� 1 am writin� to you on behalf of the Town of Vail's Desi�n Revie�v Bo�rd (DRB), regarding future addit�ons to the North�voods Condominiums. As you are aware, Northwoods has approximately ]4,000 snuare feet of remaining Gross Residential Floor Area (GRFA.). As various owners have used the available GRFA to enclase balconies, the DRB has become concerned many of the important existin� architectural elements of the buildings have been eliminated. Whil� the To�vn of Vail has previously approved these enclosures, the Desi�n Review Board is concerned about the loss of character as these additians continue to occur. "I'he DRB would liEce ta be a partner with the Northwoods Condominium Assaciation to help retain the buildings' unic�ue architecture. At a recent meeting, the DRB discussed design guide�ines which they �vould like to use in the fiuture to review additions. Belo�v is an outline of these desi�n recommendatians: • As each balcony becomes enclosed, there is an increased lack of articu�ation in the eievations of the buildings. Rather than simply enclosing a deek, the DRB would like to see more "pap�outs." associated with enclosin� a deck. The Board su��ested that for every square foot of deck enclosed, there be an ec�ually-sized expansion outside the building envelope. For example, if a 70 square- faot deck were enclosed, then a 70 sc�uare-foot addirion to the exteriar oF the building would be rec�uired. • The BQard wauid also like to see more consistent detailin� around these "�op- outs," such as the use �f w�ood trim and stucco detailin�, than �vhat currently exists. In same cases, new decks can be added to maintain architectural interest. �� xec.rcLenP�r�R • � 'On the upper levels of the buildin�s, the I)RB would aiso encourage the use of gable-type dormers, in order ta break up th� mass of the raof. , • '['h.e Board also su�gested the use of stone at t�e lower leve�s, to provide a solid base around the buildin�s. • Finally, the Board su�gested that more cnmprehensive projects be undertaken. 'I'his wou�d include joint applications from several owners within a building, or a � comprehensive redevelopment plan from the Condorninium �ssociation. The DRB has alsa faund some projects that have been completed, to be have �ow c�uality of workmat�ship. Whil� this aspect of a jab is out of the scope of review of the DRB, it was fett that this low uality reflects poorly on the entire property. 9 I wauld ais� like to make you aware that some of these design requirements will affect the approved Special Development District (SDD�) plan. Any change to a buildin� faotprint, up to five feet, is considered a minor am�ndment to the SDD and rec�uires approval by the Town of Vail's P�anning and Environmental Cammission. Approval beyond five feet, require a major arr�endment, rrvhich must be reviewed by the Plannin� and Environrnental Commission and approved by the Vail Town Council. If you �1ave any c�uestions, please call me at (970) 479-?454. Sincerely, �r � _ �E �� --��' Christie Barton Town Planner xc: TOV Desi�n Review Qoard � - . ,, � ��-,�� , ��c� , i ,�� ;�,� , ! �� , , � . �'OWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S . FRQNTAGE ROAD �� L� VAIL, CO 81657 � _ 970�479-213$ - � ��_�' � NOTE: THIS PERMIT MUST BE POSTED dN JOBSITE AT ALL TIMES ADD�AF�T MF BLJILD FER1�lIT Perm�.t # : B96-4094 Job Address : 6Q0 VA�L VALLEY DR Status . . . : ISSUED Location. . . : PINflS D�L NORTE BLD C App�ied. . : 05�1Q�1946 Parcel No. . : 2101-081-10--001 Issued. . . : Project No. : Expires . . : APPLICANT MINICK CONSTRUCTION Phone: 3038275924 P 0 BOX 4018, VAIL CO 81658 CONTRACTOR MINICK CQNSTRUCTIaN Phone: 3038275924 P O B�X 4a18, UAIL CQ $1658 OWI��R FINOS DEL 1�ORTE AFARTAMENTfl A IN KUBE G J, BOX 69 , VAr� CO 81658 �QW,��,011�11�"1. �F.'�• Description: �lean-up D�p4sEt Refunc� ROOF EXTENSIONS OVER STAIRS ,�pproved 'a' �'�,��Ci accupancy: R1 Multi-Family ��11OUtlt � - Type Construction: V �-HR Type V 1-Hour �at� fl Q� Type Occup�ncy: Valuation: 10, 200 Add Sq Ft: �ireplace Information: Restricted: qOf Gas Appliances: HOf Gas Logs: KOf Wood�PaElet: *int*irir****#ic*#*********�*�trtiri�irint**�k*1r/c*ir**9cir*ir*kir*•/r** FEE SUMMARY *�r*ic*�ki�ic*�kk**irkic**ir*#tkirick�k*****�t**,tk*irir**�t***A-k*�****�t*ir*# euilding-----> 155.00 Restuarant Plan Revieu--> .00 TotaL Cslculated Fees---> 408.75 Plan Check---> 100.75 DRB Fee-----------------> 5�.40 Additional fees---------> .� lnvestigatiaN .00 Recreation Fee---�-----> (X3 Total Permit Pee--------? 448•75 Will Call----> 3.00 Clean-up Depostit--------> 100.00 Payments---------------> 408.75 TOTAL FEES------°°--°-> 4D8.75 BALANCE DUE-------------> .� *�rir*ic*�t*�X�t*irkR-*******ir*�t�t***rt*inEicint*intintl:ic*�t*h***ic**ir*itic**it-k�t*ic**#*'k1k�******�t*ick*1:**�t#**-**t**ir*******�*irir**t*�-k�F**�t1r**�k Item: 45100 BUILDYI3G DEPARTMENT Dept: BUILDING Divisiont d5�10�'1995 Dt�N Action: APPR Item: 0540Q PLANNING DEPARTMENT D�pt: PLA,NI+IING Division: 05�1fl�1996 DA'�T Actian: APPR LAUREN APPROVED 5-9-96 Item: 056fl0 FIRE DEPARTMENT Dept: FIRE Division: 05/10/1996 DAN Action: APPR N,IA I�em: 0�500 PUBLIC WORKS Dept; PUB WORK Division: 05�1��1996 DAN Action: APPR N�A *t�r� ��*****�,r*�r��*�x*�*��*****�**��**��x*�,�***t*,r**�t**�r�,t,r ** See Page 2 of this Document for any conditions that may agply to this permit. DECLARA7IONS I hereby acknvuledge that I have read this application, filled out in fu�l the information reQuired, comple#ed an accurate plot plan, and state that all the tin#ormation providGd as required is cor�ect. I agree to compEy with the information and plot plan, to comply uith all ToNn ordinan�es and state laNS, ancE to build this structure according to the Town's zoning entE subdivision codes, design revieu approved, Unifiorm Building Code and other ordinances ef the ToWn apptacable thereto. REQUES7S FOR INSPECTIONS SHALL BE MADE TWENTY-FOUR HOURS 1N ADVANCE 8Y TELEPHONE AT 479-2'l38�0 A7 OUR OFFICE FROH 8:00 AM 5:00 pM i �' .G ` Send Clean-Up Qeposit To: HINICK S1GNA7U E OF 41NER 4 CONTRACTOR FOR HIMSELP AND OGNER , � , � • • ****�******�****,�************************************,x*******�*t*******,�******** CONAIT�ONS . Permit #: B96-0094 as of 05/15/96 Status: ISSUED : ****�******+****�*****�****�*****�***�****�*****************************�r******* Permit Type: ADD�ALT M�' BIIILD PERMIT Applied: Q5�10�1996 Applicant: MZNICR C�NSTRUCTION Issued: 3038275924 To Expire: Jvb Address: Lc�cation: PINOS DEL NORTE BLD C � Parcel No: 210�-081-10-001 Description: ROOF EXTENSIONS �VER STAIRS Conditions; 1. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. 2 . ALL PENETRATIONS IN WALLS,CEILINGS,AND FLOORS T� BE SEALED WITH AN APPROVED FIRE MATERIAL. 3 . SMOKE DETECTORS ARE REQIIIRED IN ALL BEDROOMS AND EVERY STORY AS PER 5EC. 1210 OF THE 1991 UBC. 4. FIRE DEPARTMENT APFROVAL IS REQUIRED BEF�RE ANY WORK CAN BE STARTED. ;A . � � � � . . *'k7t'�'k*'A"*'k7�C�t*****�**'A"A'*�C�f**1�*�*�f*�'***'k1ti**�'*�**tk'�t**7�(�t**t�*1h7�'�"k�"�t**7k TOWN OF VAIL, COLORADO Statemnt ********�**�****,�****,�*********************�x****�r**********,�**** Statemnt Number: REC-Q141 Amount: 388.75 05�15�96 13:50 Payment Method: CK Notation: #6362 Init: DS � ------------- �Permit No: S96-OQ94 Type: A-MF ADD�ALT MF BUILD PER Parc�l No: 2101-087.-10-001 _ Site Address: 600 VAIL VALLEY DR Location: PINOS DEL NORTE BLD C Total Fees : 448.75 This Payment 3$8.75 Total ALL Pmts : 408 .75 Balance: .00 ***********�*******�*******�**�**********�****�*******�********�r Accaunt Cade Description Amount O1 0000 4J.310 BUILDING PERMIT �'EES 155 .04 O1 OOQO 4�331 DESIGN REVIEW FE�S 30 .00 O1 0000 4].332 FLAN CHECK FEES 100.75 O1 0004 22002 CLEANUP DEPOSITS 100.U0 O1 OOOD 41336 WILL CALL INSP�CTTON FEE 3 .00 � . � � � � ; , � � o w � � o � � . � ° a i o i � i �H � i � I i z o � o i i o i 7 � o � o io � �p � . . i i . p9 � � a�a � � � ii � i W i i i I F � i i u. i i i µ' i i i i i i i i i i i i � r i �x+F � i i i i � �+ 'i � {�j I O i p I i O J }'+Q I � I I I Q i E F � o i o i i o � � V7 4 o i o i ; p � � i rl � r7 � i i i I i i i I i O i i i o � � i i i i � i i i I h E i i i i i p� i o i o i o � i �� o i o i o i i O i i � F� � a � o i o H I O I O I O I [/� I r� I ri I rl � I p I I I �1 I I W ! (� 1 W I E. i � i � Q i q i i a � F H � � � F I a � c~i�'�Zj i o i o i i o i i E i O O i • i • i • O � i W� i o a i o V i A i � i � i � � + i i i q � I I I � I I [d I I I 'a,' �L 1 [T] 1 [� I (1 � Qi ; a ; ` H � Q � H i 1 rl W h i � o � a ry � w , f+1 H Q � W � � r Q i � � A r+ £ .i i i ,�u, i � ❑ � W E 3 ri H � LL ry W � Y� i ❑ m � H 7 i i i i � ry i � o � q � � i O m . � � ..1 O � 3J O 1 1 [� ry I y 1 I � ai r � � m �n � 7� � q W n O � O � N o � M � U p f� o ev i N � �d i .� i G � X N �''. � H i U rl U a � W 0.' i -.i U •� � r�l i V i G � W n �l1 i k�7 � E � N � � R � Cl F ia � � �x7 � m .. m i ,F, tr1 i o m W p Q � O C7 W I O O £ W � H A � a O F rl a � V� O � �u W F � �u1 i `J V � m q n�j7 F�y `~� I U � V .7 C1 U N W•'i i � ro � .t o > � a � �, a H u x R7 W I ~ � N � O U p� O � F F � F �C ❑ �l � s] yp � SK P�V' O i � i H � W �7 FL W H i � H C7 G U' �;�Con act E3gle County As�_�� ff�ce at ��,0-3�8-8640 for Farcel #� TOWN OF V�,IL CONSTRUCTIO� PER[�iIT �t PARCEI. ��: ��f U[- D�� iO-- C,(� 1 PERMIT APPLICATI�N FORM DATE: � � APPLICATION MUST` BE FILLED OiTT COMPLETELY QR IT MAY NOT BE ACCEPTED ******�t***�******************* PERMIT �NFORMI�TION **��t****�***************�**��r [�,j-Building [ ]-Plumbing [ ]-Electrical [ ]-�echanical [ ]-other Job Name: �iruos ,C� �� ra�t,�-� C' ;r✓��nTob Address: �Od ,(� i� ti•9.-i�e. � �.J Legal Description: Lot Block Filing_ SUBDIVISION: ��NOS Of-L �a:.r�-. Owners Name: coN,�o .�-s�c� Address• G v ic � ; ,�, ph. ��_-��j Architect: , obE1��,✓ �-- ,��p p� r,v Address: _� Q t Gp.��" c� �� Ph. � 7G��.za/ GeneraZ Deseziption: f�0 � �T�'tis<a.✓ p vc� �r,y-� L Work Class: [ ]-New [ ]-Alteration [�-}-Additional [ ]-Repair [ �-Other Number of Dwelling Units: Number of Accommadation Units; d� mber and Type of Fireplaces: Gas Appliances� Gas Logs Wood/Pelle� ***�**�****�************�****,t,t*� VALUATIONS *****�r*****�**,��*�t********,t****�� BUILDING: � (� 2�d EIrECTRICAL; � OTHER: $ PLUMBTNG: � ' MECHANICAL: $ TOTAL: � *'�************************* CONTR.ACTOR IN�'URMAmTON � ,� *****�*****�**-k****.°;%��* eneral Cantractor; /�'j��viclC �o,-vs ?`" i Q Address- �0� 40 �±�-�-��,�� `�� Town of Vail Reg. NO� �`1 • 1� ✓f�-t� Cctip Phone Number: g��-� , E�ectrical Contractor: Totian af Vail Reg. N�. Address: Fhone Number: Plumbing Contrac'�or: Town of Vail Reg. N�. Address: Phone Num,ber: �Iechanica� Cnntractor: Town of Vail Reg. NO. Address: Phone Number: *��********************��r��** Ff}R OFFZCE USE **********************�******,t* BUILDING PERMIT FEE: BUILDIidG PLAN CHECK FEE: PLUMBING PERMIT FE�: PLUMBING PLAN CHECK ,�'EE: MECHANICAL PERMIT FEE: � MECHANICAL PLAN CHECK FEE: ELECTRICAL FEE: R�CREATIQN FEE: OTHER TYPE OF FEE: CLEAN-UP I)EPOSIT: DRB FEE: TOTAL PERMIT FEES: TYPE GROUP SQ.FT. VALUATION $UILDING: SrGNATURE: - — ZONING: l �� P �,� — SIGNA7.'URE: (�r-'L-F `(;' ` �` .�.''�- r �' ir-_> Comments: � � CLEAN IIP DEP.OSIT REKUND T4: �f�G�G�' Gs�vs�" v3��`-�"LCO�-d �'1 G �`� , , .. � � • � " . • _ _ �� 4�� fOw� Of V�l '' _ 75 aouth frontage road vail,colarado 81657 . (303) 479-21.38 or 479-2139 office af community derelopment T0: ALL CONTRACTORS CURRENTLYL REGISTERED WITH THE TOWN OF VAIL ��M: TQWN OF VAIL PUBLIC WORKS�COMMUNITy DEVELOPMENT �ATE: MARCH 16, 1988 SUBJECT; CONSTRUCTION PARKING & MATERIAL STORAGE In summary, Ordinance Na. 6 states that it is unlawful for any person to Zztter, track or depos�t any soil, rock, sand, debris or material, including trash dumpsters, portable toilets and workmen vehicles upon any street, sidewalk, alley or public place or any partion thereof. The right-of-way an aZ1 Town of Vail streets and roads is appraximate�.y 5 ft. off pavement. This ordinance will be strictly enforced by the Tawn of Vail Public Warks Department. Persons found vialating this ordinance wi1.1 be qiven a 24 hour written notice to reanove said material. In the event the person so natified doss not comply with the notice within the 24 hour time specified, the PubZic Warks Department wiZl remove said material at tl�e expense of persan notified. The provisions of this ordinance shall not be applicable to canstructian, maintenance or repair projects of any str.eet or alley or any utilities in the right-a-way. Ta review Ordinance No. fi in full, please stop by the Town of Vail Huilding Dep�rtment to obtain a cvpy. Thank you for your cooperation on this matter. Read and ackriawledged by: � � . C'dtiTle�C�"-GV� asition/Rel�tionship to Project (i.e. contractor, owner) S� `'f Date � ; . . . � � � �� '�y �ow� o uai . _ 75 south frorstage road vail, coForsdo 81B57 " {303) 479-2138 or 479-2139 ofTice oi community developmei�t BUILDING pERhiI7 ISSl7ANCE TIME FRAI�IE If� thi.s permi.t requ�.res a Town of Uafl Fire Department Approva3 , Engineer'�s (_Public Works} reYiew and a��roval , a Planning Qepartment review or Health Department revi�ew, and a review by tf�e Bui�ding Department, ttie estimated time for a total review may take as long as ttiree weeks:. R11 con�nercial (�large or small } and a77 mult�-fami�y permi�s will have to follow the above mentioned max�mum requirements. Residential and smaTl projects should take a lesser amount of time. l�owever, if residenti�al or smaller project5 impact the various ahove mentioned departmet�ts with regard to necessary review, these projects may a]so �ake the tt�ree �eek period, Every attempt wi11 6e ma�e by this department to expedite this permi�t.as soon as �}p551 b��. I, tFie under$igned, understand the p�an check procedure and time frame, � . �""� � i►�ree t0 y. �(�os L N Pro ject Nar�e � � Date Work 5heet wa5 turned intQ t e Community Develoompnt Department. . . •• • . � MEMORANDUM � �' ' ' ' TO: QLL CONTRACTORS FROM: TOWN QF YA1L PUBLIC WORKS DEPARTMENT DATE: MAY 9, 7994 � RE; WHEN A "PUBLIC WAY PERMIT' IS REQUIRED Job Name: � �(�d5' ,� c ��rio�� Date: �Y Please answer the oll wing questionnaire regarding ihe need ior a "Pubtic Way Permit": YES NO 1) Is this a new residence? � 2) is �emolitian work �eing performed � that reauires #he �se af the right of way, easements ar public property? � 3J Is any utility woric needed? � 4) !s the driveway being repaved? 5) Is different accQSS needed to site `r � ot�er than existing driveway? 6) Is any drainage work being done � affec#ing the right of way, easements� . or publtc property? � 7) �s a "Revocable Right Of Way Permit" required? . � _ 8) A. Is the righ# of way, easements or public property to be used for staging, par�cing or fe�cing? . B. I� no to 8A, is a par�cing, staging f/ or tencing plan req�ired by Community Development? It yo� answered yes to any of these questions� a "Public Way Permit" must �e obtained. "Publio Way Permit" applications may ba obtained at the Public Work's affice or at Community Devefopmer�t. If you have any q�estions please cail Charlie Davis,the Town of Vail Cons#ruction lnspector� at 479-2�58. I have read and ar�swered aIl the above questions. p��vs o�C._ No ` � � �.l Job Name Contracto�s Sig�ature aie From.T,J.NOONAN To Mr Dave Minick Date. 1111196 Time:1"1�$3'26 PM Page z of 7 • . . . � � Tvv�Wail Communiry CPVeloqment • ��an B�ilri Nealth � FIrB . . ; r:. � � q ,: _� � � � ,; � � ., . ,.. ��: �+' �e�rr�it S�+c 3�i3 (c; 19 U.B C. , . � " :°,,n^� of a p�rmit o, approvai of plans ar�� r� s�,::��i r,r.�t ,�e co��tru�� to �� a permit for. ar ,_� ;�i; �;r�;� ��,o9;�,ion af �ny of the provision5 of thi� c^��'� ^",:.� err;inas,r,� pf the juri;dication. The issu�r�;� !1E ` ;��' ��,�n �l�,ns, spRcificati�ns a�ui ot��r rlat� sEtai` � �.�� L� �y°� ��s�I�ing olficial irom ±k�nrr�f.�r raC�'.��r ��;. � , � i, P ' ,'` �fiUfS Ifl 5�?1t� �il,�rdS h�Cfr;^3t�t�i�E5 �!l:� ^�n;r, _ __.__ _ ,� /�� -_ �r��, �!� _��'� _ - - - - _.__ _. _ ,� �� 5� �4 . � � �;�'� � �� t � � �� } � ��cui�sr h� 1 �'�4M t� G I i h vaDe� s'�A� �h�j , ,, � �� ~g � u�r ��► �*i�I 1 • Q.x��-+� SE�� -b w+�� . � l_. �� 5�- t � i . �� '� i +�� n� I ��,�4s�� ,! _ � tihAl� n�.w }�bat� 1�'�ri�a � �� r r � . �'�ho5 �� B� �►�vl�ll+rJW�h�i • �la�� , G�(9ra�D ' 9 '�' �d �a�- lan . � . f r�a �, '` ,O u p '��I S �orth Y � � a Sh9w�oh �1d �ki�4 + �'�i�a,G� ��'� � Tawn �►ai� �� E �OPY From:T J.NOONPJV To:Mr.Dave Minick Date 1111196 Time 12 33 26 PM Page 3 of 7 ' • . • � � � i L � s��r �+p�h . �� .E - � �� ?�i' a 041 �!� 9 r,�,�- _... �� ` �4 �°J .. � � -'�"'� - s�-�� . "�1 ��' ��w� . ��fr��,{�q- ' inI �Nr 11�� k 1Fi+�w�c'��t'i2 � I I ._ .._ �� .• . __ . � � - ��►ios da� �a�t� C�av�arvi}ni��,� • Va�! , Go�o+�d'o � `�"� '�` �_��t�l �ou1h ��a�r�io� • _ • 4�=`� ' �'ro� ' 11�� ` � • �n�r�oh �r�d �apk►�4 � �� i�#� • �� . ,,,�.. ; ;� _ _�_ �, � - --- - -. -- ��_` � " �� u-- ► From:T.J NOONAN To.Mr.Uave Msnick Date 11l 1196 Time.12:33,26 PM Page 4 of 7 ' . • , � � I ♦ . � �� {�W� T �� dk�or t � 0� � �YVI ,"� tXl4� �s� � . is h� � � ��na -�e � � �t4 �� n�l�T �'11�1�Y •fGl?GQ,• �'t?l,�3�ttG - �(M�l • �'� . � , �I� �� f�OF� �J�,41�1ril�l�V�► ° ��ri� ��0�� p • i�� i�a5'� �d�Vo�('Ch � . . _.,�, � ��4+, , .,`�1��; , . � � �w�wdah �nd h�'k�n� � arto��s ► 1��°[ � T��, . - ,,._ ., _ - Q��. --- -- � � From T.J NOONAN To:Mr.Dave Mfnick DaCe: 111179fa Time: 12',33:26 PM Page 5 oi 7 ' . _ � � ' _. + � --- ' �1tS��- � . �� , t�� • � � � • u��t �+ r�a,c�= � C �, ��ni� � " � v r� In�e �o6e � - f or4fo�. �� - wu4�r,� s�C� � w�� t�� I��I�+,+. - � �K�ing� �� w�� E � G�'�vl q L�NY� wn�� r a. --- ��n � � �v� -� • Pchof �d �e �ar�or►�H�wm� � va;) , Golof-a�#a • .. , p,�►y,tilal �� f vOr r��n , � _ -p l�,M ., ,�.p�� . .,�l�r�r� . !1 �_ � • �on � ho�iws � krr�h��t��fi5 • � . �t y;� 'I b°� ;�i, Town��.1/a i I ��°� ._ �::.�w�� rrom:T,J.NOONAN To Mr Dave Minick Date 1I11I96 Time 1733�28 PM Page 6 of 7 , � . . � i , -� � � .�- _� .��" � ..�� ; � ��,�,�.-- . �n� . _ _ :.:_: __ � � � � � , � . E � �' � � . � _'_ �- ��+�� - � �� h -- �� GXi� 5 (��4 � , �� ` � � +n �i-- '� ,-------- -j-- � -� '� . ---��,,t�c��n,� � ; � pw �f , _ �. �,; � � _ ��r�d i v�. - — ,.�__ _ __ - - u111�i� +—--�--.- i � ^ F�"�1� �f�% Urd{�2,�✓►�Jd� �" ' ' `' •`--'r -'��-� f.l'�1��f IM� N06� �� M�i� �� _ � , 1 'J � . _ ��_ , .,_.. ' _�.'��WM ��----.._ .. � � p��n �I �D� G�phaO�l iY►l�ih�►S . �s�! ,�alor��o . • �fal �II4st tit,l��lDh � � �lOn I�ft� 3 �u� r�a1� • _.. .�..iI�M =t�-�,�, , .r�/s�1�s . ._ . r�5riot�ddr► �d ho�� • 4tbhtteG�'s • �ssy � �j - � Tc��rvn c� ",=�il _ - O�F�� ; � -,a� � �� . From:T.J.NOaNRN To:Mr.Dave Minfck pate tl11f96 Tlme:12 33:26 PM Page 7 0(7 -- - � � � • �� 1 ` i` .._ •_� .. ' ��..... 011 �I[ Mlh �M`I"�116 ,�ri� � - �' , �i �� r �� w��t� N t0� ��T g -��;t� �c�.� S , �� y i�m c�cM � �� fi— .!�' T"� land� fi--�-�.t � _� � -�- '� i , � �. . 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No(L'i� Cu`1�S G��M�N I J�r 5 �''c�--'=o va��,�Cv�r�o '1 ,�t,F{'y l'99fv Town a� ��,_� �� /� � ' � �F� � _ . � 1} All lu� shall be Doug-Fir #2 S45 or better�all wolmanized � Yumber shall he Hem-Fir #2 S45 os better (all lumber within 18" of finish grade must be walmanized). Provide solid blocking at s'-0" on center in all diaphragms. All columns to be continuaus bearing to �oundation. 2) Glulam materials, manufactuz�e and quality control shall conform with AITC Product Standard PS 56-73, STRUCTURAL GLUE� LAMINATED TIMBER and T,AMYNATING SPECIFICATIONS, AITC 117-84 DESIGN. Simple span beams shall be Combination Symbol 24F-V4 with no camber. Continuous or Cantilevered beams shall be CombinaY.ion Symbol 24F-VS with no camber. Adhesives shall confozm with the requirements for wet conditions of service. 3) Structural ste�i shall be AS�'M A36 pr better, anchor bolts and bolts shall be �4347. All structural steel is �o be detailed, fabricated and erected in accordance with AISC SFECTFICATIONS, �989 and CODE pF STAt7DARD PRACTIGE. All welding to be performed by a certified welder and conform with AISC and AWS STR[�CTURAL WELDING CODE, 1990, all electrodes to be EE-70XX. All Trubolt Wedqe Anchors and Ramsets to be installad according to manufacturers specifications. 4) Sheath roofs with 5/8" plywoad with minimum span rating of d0/20 or better. Nail plywood with 8d @ 6'" oc at panel edges and 12" oc at intermediate members. 5) Live loads used for design- -Roof-e0 psf snow, impact loading for roof on �age 2/5. --wind-25 psf. -Earthquake-Zone 1 U�C. 6) All construction must comply with the 1991 Uniform Bui3dinq Code as adopted by the Town of Vail Building Department and t�e "General Conditions of the Contrac� for Construction" (AIA pocument A201}. 7) All beams, joists and rafters are to bear upon wa11s or beams OR be hung wsth SIMPSaN Strong-Tie hangers or approved equals. All connection hardware as manufactured by SIMP50N 5tronq-Tie or approved equa�s. 8} All structural members are shown in their final positions praperly braced and supported, during construction it may be necessary to �tiore portions of the structure while other portions are being constructed. Contact the structural engineer for consultation as required. 9) Contraator is responsibl.e for all non-specified cona�ections, contact struatural engineer for details as required. Engineer to approve all structural substitutions. 10) Contractor is to coordinate all diaphragm penatrations (ie, chimneys, plumbing sewers, etc. ) �hrough floors, roofs and foundation walls with appropriate sub-cantractors. Genera7. ContraCtor is responsible for means, methads, techniques, sequences, procedures and job-site safety associated with this project. General Contractor to verify all dimensions and elevations with architeatura3 drawinqs. Notify engineer of all canflicts or omissions betw�en various elemen�s of ttre working ��;�"'°°"'� drawings and the existinq conditions before co�nmencing with that portian of the pz'oject. �-,�` , 11) All materials exposed to axterior and/or moisture cand.��',��'^ � shall be treated for these conditians (ie, chemical tr erit;• staining, painting, etc. ) as requix'ed by code. ` �, �' _y ,.� ' a� � • �r • • �� • �_� �`��" �*;� !,f' 4v � �� 'irJfNS G�.- � Co�7MinyI�JMS UA�(,��c,vi�� 7 tilA�? �99C� Town af ' `�'' �� , f ��F�� .. � �� MAV @2 '96 14:25 P.OZ -. � � ,. . _ � i N P1NOS DEL NORTE CQ1iiDOMI1vIUM ASSUC�ATIQN �oo v�n,v�►�Y na[vE sUiL�nvG"c° P.Q.SOX 69/YAIY,CO B165S 'CEL r(97A)d7�2Ta7 FnX�(�Q)a7�7d12 February 2G, 199b Town of Va�l Pla�g Duriag our affival meeting on Jan►.�rY 30, 199b the owners and B�ard Members of the Psnos Del Norte Condominium Association reviewcd the attached drawmgs provided by Mr. Graig Snowdon aa ArcEiit�ct wi[l�tlac Snowdon&Hapicias Architcc�� T�� ose roof structu�re avcr both the East and west stairwelis which are fire exits for our buiiding�o"�h� propos roof swctures wi�l pr�otect the buildiug stairwells om ge ca�y 1�, water runof� In addition, the prQposc�roofs wi11 provide a safe exit from the buijdmg during an emcrgency since the staitwclL�will be free of ice buildu�and snow. "i'i�e mof structur�s have becn proposed by Mr.Tom NoanaB, R�sidc�Managet, to i�r�ve�►e overa�l maintenance of tbe buildmg and to protect the building ftom ice and water damage. Thc vwners and board members have reviewed and apprave�i thc cha�ngcs proposed by Mr. Noonan an�the dtsign of the prvposed roof structw'es�s drawn bY Mr• G�aig Snawdoa, which are attached. Sincereiy, i Iv(r Carlos Gome.z 5ident of Pinos Del No ndommium Association nav g2 'g� 1as26 P.Ba • � ` • • • ' • � � MRR — '7Q — '?h FR I � ?. � �0 � F��7w l"� f� h! � Ho�r: x nf'-`.. :=.RrH I T P _ N ] � Design Review Actian Form � TOWN OF V�11L , Catc�pary Number ��_ . . Dats . pr0J9Gt Nim�' i�'IY`�{�) �lr. 4 ...� u � � � y �� as�ldh�o Mame•_� .�L��'-=� c.:.'G-��(Fn��F'—_ __ _ .— pro�eCt b�sorl�tion:�� ► . ..�_ . .... �� ,y �.. O+Hnsr,Addneas and Phona.�� _ ' " � ' ` ' nrchtteotlCon�act,p►ddrose aria Pt�ans:t ,Y(�r:�1 �`lL L�,`�P f.�� . '�-�►1�r'�1[�l.�d.� '�'' ��[1b�1Y1�} - _��_��•tr7YC?. (.�'� � �` �gai�tlon:Lot_ HiOdc. ._ $sabd�vlslan� 11i''� �, �1,�`iC'"�� ZOn6 dlBttlCt Prr�jaCiStreetAddses�l: YJ "��.��15� � �'; Ll�(1 et'. . ._ ,... — � Commen�►'�.,�_ _ �{r� ` •`l. � � � L �� ti1�L'r' ,_(l L�� .._. `., � .—Besrtt l�#,a.ff ACtlo� Nbli4flby: _.._.� _. . ._ VOt4: - - -- . . �d�� --._.__.__. -- A �' � . � 0 APPenYal • +� : ❑ aawA►ova� � . � ��APPra++al • � � Cond�iar�s: � - �l�`" ; . � � 3 __ .. __ ....._�_ -• � . 3 _.. . � _.__. ... " � --... ___ '---' ' � � _� - "s� � ; . � `ti�;�' V l. c.• �.. . Tcwn�annor � Date:�:�`.{St{f�—��/ � DAS Fe9 Pra-P��d�i .�.1�_�� sign Review Action Fi�m TOWN OF VAIL Gategory Number Date _ Projec4 Name: � � _ Buiiding Name: Project Description: � �-�=��:� Qwner, Address and Phone: . ; ,`,� � '�' � ``; i ' . _ ._ __. Architect/Contact, Address and Phone: .�r1�t�V�V�,C,;'� �� Legal Descriptivn: Lot Block Subdivision_ ' �'`�: �: Zone District Project Street Address: a � i �_ Comments: �� ti.o s - �.� Board / Staff Actian Motion by: vote: Seconded by: [] Approual ❑ D�sapproval ❑ Staff Approval Conditions: ,\�,� ; , Tawn Planner Date: DRB Fee Pre-paid __ � - � . , � _4 _ .�. � � ti�',' �_ :evia•d 6f17/94 � � t I `��, � ''r e w�i. .� ! � � DES�GN REVIEW ��ARD A�PLICATION - TOWN 0�' VAIT��a� ��C7L�RADO DATE RECEIVED: �� -��' �' DATE OF DRB M�ETING: ********,��r • r �, `� i:Yr"D:47PLETE A pPLICATIph'S MAY NOT BE ,SCHE'J:7LED F01Z_ REV�.�W� �P I� ,�**�**�*** T . P??QJ�CT INFORMATION: �;. DES" I ION; I� YI� �O �' � i� . TYPE CF REVIE�ti: New Const�uction ($200. OD? ��inor klteration ($20.00) __r�ccition ($50 . DD) Conceptual Review ($0) . c . ��DR�,ss . ° bGb I�ai� V'a�E�Y ��rve ° �I�� 1 '� a �5 �� D . LEGA� DESCRIPT N Lot ` .�7.oC'tc � � Su�division ' � Yf pr�perty is described by a meets and bou:�ds legal des�ription, please provide on a separate sheet and attach �c �r.is application. ':�'. Z O�ti I I�G . / �1� ' ^..� .. . NA2W1E QF APP��CANT: � hor z Go ow�in Pda��in� Addre�.� : ? � �ne • � . I�:�•iE CF APPLICAiJT ' .E�RESET'"'r,i V � • � � � �i �' •"'v'I,�j r-sa��zng Address : � - 7 Phon� - • :3. N�._biE OF OWNER (S) : ��07 L��l �O�"�Q� � O��VIIN� �� 0�v:VF,R �S I S I GN«T UR E: � � �G1 j� • , --,— N'�ailing r:ddres� : �'k�Or e AP?LICATIONS WILL 11�'OT BE PROCF:SSEJ WITHO'JT O;�NER'S SIGNATURE � . Con�c.�inium �p�roval if applicable. �. D:�3 �EE: DRB fees , as shown above, are to �e paid at the ti.ne of submittal of the DRB a�plication. Later, when appl�ing far a bui.ld:�ng perr�.�t, please identify the acCUrate ��raluation o£ the prop�sal . The Town o� Vail will adjust the fe� accordiz�g to the table below, �o ensu�e the correCt fee _� paic. F,�r DAID• ��L', UV :�2."�" pT �� . �4:t,�lllkG� �. _ �L' � F?W E uCH�D,S,jLE : VAL iJAT IOi�1 FEE � o - � io, 000 � 2o . aa � iu, vui - � �+�; uuv * 7V . VU � 5o , 00i - � i5a, cco �lcc . oa $15� , aa1 - � 500, 000 ��aa . aa $500 , aQ1 - $1 , 000, 000 $400 . 00 � Gver �1, �000 , 000 �500 . 00 D�aSIGN REVIEW I30AFtD A�PRQVAL EXPZFi::S ONB YEi�R AFTER FINAL APk�ROVAL UNL�SS A �iJZLDIIvTG P�FtMIT IS ISSUErJ I�ND CC}NSTRUCTION IS STA.�TED. 1 � � , � I R � i 7'i t _ i��., S � _'{A 1 � r � ° � �,�._�,-- ' � .: �� ='��1` . . :�� '`� - ;� � -;i� � "�r' `_,�,��." .�;� ti.�� ° � . . '�� . ti._:� . -:,� . ,�; � : - ,i. ,' � Y ` � � �[ _ ._ ♦- }. i �S. .. 7 . ��.N �.--' � sF�'Y„"'�* 4 ' _ i� + :, � � .i t ��. — ,•�.: kt , -.�`r j. __ _ _ . .,� �4�'Va`� �� 19�{� ° W�,ti� ��' o -- .._ ° �1Yi65 �� 1�br`GG ° `U�,f S��Y' o �. ,_- — — --� ` ;r � �. %�� , . ' y__ . . �p. �. '; �'�' r ��r �, � � � _t.�� _ • � . `r..F � ..__ ��rx�� d� Yl��'� 9 wQ��- ��air , �� . , �� LYST OF MATERIAL� . NAME OF PR�JECT: Qr � I . LEGAL DESCRIPTION: LOT � BLO K �` SUBDIVISION ' STREET ADDAESS: l � �r � � ' W S The followinq information is required for submittal to the Desiqn � � Review Board before a final approval can be given: A. BUILDING MATERIALS: TYPE OF MATERIAL COLOR Roo� _�a'�r ��,.��5 , h��ra� Siding f Other WaII Materials � i F�S�� ,►r . . � a � o �gfic� � �of��t� �x r S �h �t�l� �i� � Windows � � Window Trim � � Doors � � Door Trim � , � Hand ar Deck Rails ' Fiues F'lashings ' � �7' - l D �Yl a a •4t � Chimneys � Trash EnCl.osuz'es i � Greenhouses - Retaining Wa��s f Exterioz' Lightinq � Other � � ' S , �l G� . 1�� . rn 1- +�' � � B . LANDSCAPING: Name of DeSigner: Phone: � 7 _ 4 � I � � �� f� �� t� , i . . � ' ��s� �� /� � � V � � ' � � �� ,�. � . � � � 1 � , �', � � � 1 � I � , / '� ' 9 � '� � 1�r ' � � �r. r� � ,� . ! � P ) � -�� 1 � . , t`� l � � i ,w �1 , �� F�, r 1� � � x � j ! 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S�'s'.q�:x'` �ab . ` _ �� "'f1 �s� �i.c�w1.. � �yhlos� . : iw ... �i'�.C �fitr� , :. �•�e. , �m E � r�ra�. ;;�� t ... , :.�`5�'� , _: ...�r�;�' � ; � • � . �c,s{�i� o�'ade � •��'�rios de1 ��t� G�rndo�l�i��q�s �� Y��j � Go{a�a...o .... � �1� 50u'�h ��2�aG1oh • . �� • l�•p�� . Iti�S�jS � � � � �n+�oh �d i�pki�� Trr�s�f Q,�'s � °�Sb� �. � r�;�� . . . � � s T S�-�4 � R�1 �� , � � . � �� .. ' . . . , . , . . � , � , � � � � . � �� q •��"� . � . -�ewa� , � ,. � -. _.�1Q�:1!�'��'�..� ..� Y6 � D rR' B.WI. . � ��.� T...••�J •(•�. . �� 7�t ��I, � • _. .�:� �z . , . . �' �.: . f1�� c� • - �a�l��q� �o .� h ��S IK� � � �� . . - �� . � � . . __....._. .: , ��,,�n d� n�wt� Go�dom;��w� 6 �� , c�ie�4 � � !aj �aSf ��V��oh • . ` �$� ' �� a�� ' •��1�'f��q� � � � � �nowdoh �# �k�ns � 2r�o�c�� .Sb� o , ;,, � � N PINOS DEL NORTE CONUOMI NiUM ASSOCIATION b00 VAIL VALLEY DRIVE BUILDING"C" P.O.BOX 69/VAIL,CO 81658 TEL#(970)476-2747 FAX#(970)a76-7612 February 20, 1996 Town of Vail P}anning During our annual meeting on January 30, 1996 the owners and Board Members af the Pinos Del Norte Condominium Associatian reviewed the attached drawings provided by M�'. Craig Snowdon an Arclutect with the Snowdon&Hopkins Architec�l firm. The drawings propose a roof struct�re over both the East and West sta�wells which are fire eXits for our build'mg. The proposed raof structures will protect the buildin� stairwells from damage caused by ice, snow and water runoff. In addition, the propased raofs will provide a safe exit from the building during an emergency since the stairwells will be free af ice buitdup and snow. The raaf stirruuctures have been proposed by Mr. Tom Noanan, Resident Manager, to improve the overall maintenance of the buiiding and to protect the building from ice and water damage. Tl�e owners and board members have reviewed and approved the changes proposed by Mr. Noonan and the design of the proposed roof structures as drawn by Mr. Craig Snowdan,which are attached. Sincerely, � � . Carlos G mez esid orte Condominium Association � � ! ��o� ��a��fl��a� . Snowdon and Hopkins Architects 201 Gvre Creek Drive 970-476-2201 ��TF ,oB Nb. Vail, Colorado 81657 FAX476-7491 %% �9 �I� " ATTEhTION � G �� ' RE � ro r l�� , /' P -'r� P . ,, t,-,,�� , �� . ��, � +� ; � � �� - - - � `. ��' . ,� ` lr�-��-��-- - WE ARE SENDING YOU �1 A#tached C Under separate cover via + the following items: �(' Copy of letter ❑ Change order �J CJ Shop drawings � Prints [�, Plans ❑ Samples LJ Specifications � COPIES DATE NO. DESCRiPTION r �'l �ls� v� '7 1�,�"�� j�''�` �'y — - - ! � °�� ' - � r� f ` - �'� � t �� - �'�_ �'� . �� --- �h�'/i� ,. � � � � �� ,� � - -- THESE ARE 7RANSMITTED as checked helow: ❑ As requested f I Returned for corrections ❑ Retum corrected p�ints � For your use ❑ Approved as noted ❑ Submit copies for distribution [i For approval ❑ Approved as subrnitted G Resubmit copies for approval � For review and camment ❑ __ _ __ ❑ FOR BlDS DUE 19 LJ PRINT5 RETURNED AFTER LOAM TO U5 REMARKS _ _ _ _ • C� ♦ � �,�i � �� E (�' � �' j i G'' f� �1'`� � � •�y dl?�P1�'/L;�"7 - . � �� i �� r �� . - � �� 1 �� COPY TO � � � SIGNED: ' ,�� - !1 enelowres are not as no[ed, kindly notify us at once. . . , � �w ,� __ _ _.__. - - - � - - -_ -----��_.---... ' -__ 4' - TOWN OF VA�T_ rtECeirr;vo. - DEPARThfE:1T�!'CO�Ih1l]]tiIT1'DE\'ELOpME1T �, . � - T �n.,IE_�I�)�I��C��' ��`7 _ — - ADDRESS_ DA'IE � I�,�IT�" PR03F.Ci - CHECI:s 7NADE PAYwI3LE 7'O TQyvN OF vAII, AC�OQl�"I'�O. i7'E!H . NO. TAX' __ COSTB.A. 'T(7f,4L Ol 0000 41540 ZONING AND ADDRESS MAPS �5.00 * _ Ol UOOQ 42415 UNIFORI�R I3UILDING CODE �54.(}0 * �` OI C1000 42�1� Uh�1FORM PLUi�9BING CODE �3y,pQ * :._ O1 [1000 4241 S UNIFORM MECHA?�IC�1L CODE $37.00 * ` Q 1 OiJ40 42415 LT1tiTIF[�}Zl�9 FIFt�„CC)DL �36.00 * - r�l D0�0 42415 NA710NAL FLECTRICAL CODT_ S37.00 * - (11 0000 42415 OTI IER CODE BOOkS * g {►1 (H)00�1�=1� BLUE PRINTS (MYLARS) 57.00 * '�' 01 0000 42412 XERO� C'OPI£5 c,Q 2� + '' 01 0(100 42412 STUDIES * = Ol (1t100 4?412 TOVFEr5 COMPUTLR PRC3GRAM 55.00 * �� O1 Ot)00 42371 �ENALTy'FEES/RE-INSPECTI�NS _ Q1 0000�1332 PLAt�f R�:Vll��' RE-CIIECK�EE S40 PER IIR. = O1 0000 42332 ��F H(�URS II�TSPECTIOI�FEES ` Ol Q004 41412 CON7`R�ICTORS I_ICENSES �EES � _� Ol E)+D(JO 4l�I3 SIGN APPLICATION F�:1� ��_pp - � 01 Of1�041413 ADDITIUNAL SIGNAGL FEE [Si.00 PER Sf}.F'T.] ��• ti%TC ART PR03LCT DfJNAT10N � _ � 1 Ot�00 41331 RG Pt11D DL•SIGN RFV1F,tiV BOARI� Ef�F � �� - i� O1 oai)o 4?371 INVESTIGATTON Fi.E (I�UILDiNG) - 31 00�0�51 I p TOV PAR};iNG FUND = O1 O(1C�4 2�027 TOV NE1��SPAPE,R pISPL-'NS�R FUND �- * O1 dQOU 21112 T�tXt�►i3�.E �`,4 .5 o S"TATE) 'w� * �1 OQ00 4101U TA.YABLE (-a�4,p� TOWN T (11 (�uU�?371 BUILDIi�'G IN�'ESTIGII,�'ION - OTI�}=K :�� _ - ICATION FEES � � Ol Of100 4l'+30 ADI)I7'If]NAL GRFA "��0" � �..oa.ao � Ol 00()0 4133� C01'�IDITiONAL �SL PER]�9IT 5200.00 O1 OC�OC�41330 EXTh'RIOR ALTERATION CESS Tii/�N 100 SQ.FT. 5200.00 � Ol 40Q0 413�0 �XTLRJOR ALT�RAFiON [Iv10RE TIIAN lOQ SQ.FT. SS�I(�.00 - 01 Qi700 41330 SPECIIIL pEVELOPA4ENT DIS�RICT NE1'�'] S 1,�Op.00 � 01 QOOfl 41330 SPFC�AL DE�JELOFM�NT DIS7'RIC� MAJOR ANIEND �1,000.00 .-� O1 ()E100�1330 SPFCIi1L DrVELOPMI�NT�ISTRIC�F M1NOR AMEND] 5200.p0 ;, -' (ll b€i00 41330 SUBDIVISIdN �_ F 01 (�OOA 41330 VARIANCE S25U.00 ` Oi Qf300 41330 ZONING C'O�DE AMENDMENTS 5250.Q0 .� Ol 0000 4I3=0 RE- ZONING �2QO.Q0 orxrr� „� C)T�IIR � - TOTAL: , f�� or.,u�,rs: � ? ' Y��, f V,� '� � C�� r CASH E_ ] cKn��iLZ-� 1M.0�] xFC.BV: 1_Lt1M �> � � N - Y T�r.,��-� �� ,.a 1=i I L �"I i 1ie 11 usi�uu�. Ccs�h b_1'-I 1-'�r, 11:�4:C 1 �:�=�_f�i��'t. # 1'�!�i.c,=� H�_��y��_�i°�t � t:E�:: It _��'�' �p1�=�E�IC?i�h�l �:: 1--is-��r�::IF��I'=, E=1�'(;F1I�cC�1"'�:` �'f'E F'�aTC.; C� E'_�i��f'� F'Et..1 ��RL7 FEE Nl�Ilia11r9t. -[.r_!'�i�rfi'�� . -;�4_1,E_ii_1 I t�ri� ��id Ar��t��-�t. �aid t_i r.i 16-;�i��?�.�"_"�,�Wi F�16W1 y;4rl,�e11W1 ��t°�.�;°E�� r-r��.i i r-rlo-'s� F'?„ %1%; 1'/--!1--{�`�F--_ ''i'Li�1 `,'��t_�r- ��:�,:::k�.e� +..;�:.��;�'r,E_ _ i ! � , TOWN OF VAIL DEPARTMENT OF CONIMUNITY DEVELOPMEI3T J � M�� _ 7 5 S. FRONTAGE ROAD �--"�``r'`u` VAIL, CO 81657 970-479-°2138 NOTE: THIS FERMI'I' MUS'� BE POSTED ON �7dBSITE AT ALL 'PIMES I�ECHANICAL pERMIT Permit # : Mg6-OQ72 Job Adciress . . . : 600 VAIL VALLEY DR Status . . . : ISSUED Location. . . . . . : PINOS DEL NORTE Applied. . : 06,/19�1996 Parcel No. . . . . : 21Q1-081-10-005 Issued. . . : 07/05/1946 Project �Tumber: Expires . . : OI/O1/1997 APPLICANT FIRE SPRTNKLER SERVICES Phone: 3p39289163 0151 PONDEROSA DR, GLENWOOA SPRINGS, CO 81501 CONTRACTOR FIAE SPR�NKLER SERVICES Phone: 3039289163 0151 PONDERQSA DR, GLENWOOD SPRINGS, CO 81601 OWNER PINOS DEL NQFtTE APARTAMENTO E IN KUBE G J, BOX 69 , VAZL CO $1658 Description: Valuation: 12 , 650 . OQ STANDPIPE AND FIRE DEPT CONNECTION MODIFICATIONS Fireplace Information: Restricted: IYOf Gas pppliances: kOf Gas Logs: ti0fi Nood/Pallet: **ic*�t*lric*ir*irir*i:,t1c*ir**ir**ilririri�-k**lcirirfc icirki�t FEE SUMMARY ir;t***�kirint*ir*tt***ic*1r*rt*lntrk*****�^�F*****�Firic�t*icicicirklt***iri:***# Mechanical---> 260.OD Reatuarant Plan Revieu--} .00 3otal Calculated Fees---> 32$•DO Plan Cheek---> 65.00 DRB Fee-----------------> .00 Additional Fees---------> .00 Investigation> .00 TOTAL FEES--------------> 328.00 Total Permit Fee---------> 3�g•� Will CaCI----> 3.00 Payments---------------°> 328.00 6A�ANCE DUE-------------> �� ir*****�r************'k�ric*ic***�*t�Yr'k�l'******i�'***iF'kiNnti�'t*A*'k�c***ir'A'*'k******************�Y*ir*tr****�k******************'k***��nt**�1C*�"A'****�k It�m: 0510Q BUILDING DEPARTMENT Dept: SUI3�DTNG Division: 06�19�1996 CHARLIE Action: NOTE SENT TO FIRE DEP`I'. 06�24/'1996 CHARLIE Action: APPR CHARLIE DAVIS Item: 05600 FIRE DEPARTMENT D�pt. FIRE Division: 06�24�1996 JEFF_A Action: APPR Fire Dept . Approval CpND I TION OF APPRflVAI., 1 . FIELD INSP�CTIONS ARE REQU�REI] TO CHECK F�R COD� COMPLIANCE. 2 . PERMIT FLANS AND CODE ANALYSIS MIUST BE P05TED IN MECHANICAL ROOM P{tI�R TO AN INSFECTION REQUEST. *************�*****�***********�*,�*****************��**�**�****�****�****��r�**** DECLAR.ATIONS I hereby aeknowledge that I have read this application, filled out in fuLl the in#ormation required, completed an accurate ptot plan, and state that all the in#ormation provided as required is correct. I agree to comply u7th the infarmation and plot plan, to comply with all ToWn vrdinances and state laWS, and to build this strueture accvrding to the 7ovn's zoning and subdivision codes, design revieu approved, Uniform 8uilding Code and other ordinarrees of the Tovn pplicable thereto. RE�U�SYS FOR INS�ECTIONS SHALL BE MADE TuENTY-FOUR HOURS IN,A NCE 8Y TELEPHO�E AT 213$ 0 A7 OU OFPICE FROM 8:OQ AM 5:00 PM l SIGHANRE QF OUNER OR LONTRACTOA FOR HIMSELF AND OUNER � � c-� � /�''� .r. . , j � � 1 � 'j"A'*��'7�f 7�t'�"k*7�'�P 7�f`A"�'**'fC�'*7�C t�t!�'7�'�t 7�t*7f 71f*7�"k�f�"�f'k`�t'A'S�'*7�l�t'k�f 71t]�f'1C'A"A'7�t 7�C�f'A'7�f�f 7�t*�'**'k�f�"A' TpWI+T OF VAIL, COLOR.ADO Stat�mnt ,�*********�x***,�*********,�*��,��****�***��r****x******,�***********� Sta'�emnt Number: REC--0163 Amount: 328 .00 07/05/96 10:47 Payment Method: CHECK Notation: 2154 Init: ALM --------------- ! Permit No: M96-0072 Type: B-MECH MECHANICAL PERM�T Parcel No: 2101--0$1-�0-fl05 Site Address; 600 VAIL VAL�EY DR Location: PINOS DEL NORTE Total Fees: 328. 00 This Payment 328 .Op Total ALL Pmts : 328 . 00 Balance: . 40 �r,�*�***********�**********�*******�*********�****�*,�************ Account Code Description Amount O1 0000 41312 MECHANIGAL PERMIT FEES 260 .00 01 0000 41332 PLAN CHECK FEES 65.00 O1 0000 41336 WILL CALL INSPECTION FEE 3.00 I I I � **Contact Eagle County Assess Office � at ,970-328-8540 for ParceZ � TOWN OF VAIL CON�TRUCTI� PERMIT �f p��l: E 21010 811 Q 0 0 5 PERMIT APPI,ICATY�N FORM � . � DATE: 6/19/96 , APPLICATION MUST BE FII�LED OUT COMPLETELY OR IT MAY NOT BE ACCEPTED ***�**********�****�t**�#***�* P�RMIT YNFORMATION ��**#*******,r*******�*�t,t****: [ )-Bui].ding [ �-plumbing [ ]-Electrical [� ]-Mechanica3 [�]-OtherFIRE SPRK Job Name: PIN�S de� NORTE Job Address: 600 VALLEY DRIVE BLD Legal Description: Lot Block Filing_ SUBDIVISION: Owners Name: p�NOS deT NORTE Address: 600 VAIL VALLEY DRIVE Ph.476'=�7�7 . _� Architect: Address: ph, . General Description: S �� iQ � � Co��,� v� � . _ � Wcrk Class: [ ]-New [X ]-Alteration [ ]-Additional [ ]-Repair [ ]-Other Number of Dwelling Units: Numhe� of Accommodation Units: ,� N mber and Type �of Fireplaces: Gas App].iances� Gas Lags Wood/Pel3st ***�**************�***��***,�****�r VALUATIONS ��,k�t********�t�*��*****,t,t*****�,t� BUTLDING: $ ELECTRI A�: �4�� 12 ,650 .00 PLUMBING: $ �.'_— OTHER: � MECHANICAL: �/� c�d L: � 12 .650 .00 ,.,-- *************************** CONTRACTOR INFORMATION *********��********��**** enezal Contractor: � Town of Vail Reg. NO. _ Address: Phone Number; —"` Electrical Contractor: Town of Vail Reg. NO,� Address: Phone Number: Plumbing Contractor: Town of Vail Reg. T�O. Address: Phone Number: �Mechanical Contractor: �7�� SPRINKLER SERVICES, INC. Town of Vail Reg � 456-5 AddreSS. 0151 PONDEROSA DRI , 'PITi'1�'S CO . r O. �hone Number: �9Z$°gZ63�`�- *****�****�***,t**,��********,t***� FOR OFFICE USE �************�********,t****��** BUILD�NG PERMIT FEE: BUILDING PLAN CHECK FE�;: PLUMBING PERMIT FEE: PLUMBING PLAN CHECK ,F'EE: MECHANICAL PERMIT FEE: MECHANICAL pLAN CHECK FF;E: ELECTRICAL FEE: RECREATION FEE: OTHER TYPE OF FEE: � CLEAN-UP DEPOSIT: DRB FEE: T4�AL PERMIT FEES: TYPE GROUP SQ.FT. VALUATION BUILDING: ---- , S IGNATURE: ---- .�.�.. ZONING: —� SIGNATURE: Comments: — CI:EAN IIP DEPDSiT BEFQND T0: **Contact Eagle County Assess Office �!„� at 970-328-8640 for �'areel � TOWN �F VAIL CONSTRUCTI�' �'£Rl�IIT 4� `�;"F�+y'��EL '`I: E 210 I 0 81 10 0 0 5 PERMIT APPLTCATION FORM -L` �� DATE: 6/19/96 APPLICATION MUST BE FILLED OUT CQMPLETELY OIt IT MAY NOT BE ACCEPTED ***�**��****�*************** PERMIT INFORMATIOIJ #****�*****�**�**�*****+��***� [ )-Building [ ]-Plumbing [ ]-Electrical [ ]-�Iechanical [X)-OtherFI�� SPRK Job Name; PINOS del NORTE Job Address: 600 VAL,L�Y DRIVE BLD Legal £�escription: Lot Block ,,., ..__, Filing _ SUBDIVISI01v: Owners Name: PiNOS de1 NORTE Add�ess: ��0 VAIL VAT�LEY I7RIVE Ph. 476-2747 Architect: Address: gh. General Description: � �� , � (� � �� . a/t..icti��C i 7urtj y,�.)�f�=Y1C, ��l,L4 Work Class; [ ]-New [� ]--A�teration L' . [ 1-Additiona�, [ ]-Repair [ ]-other Number of Dwelling Unitsr Number of Accommodation Units: N mber and Type of Fireplaces: Gas Appliances Gas Logs Wood/Pel].et�� ***t***�*��*�******************* VALUATIONS ,t***************�r*,t*****�***,t,k�** �'1��'4� - ��"7�� BUILDING: ; ELECTRICAL: ; OTHER• # �2 � 650 . 00 PLLTMBING: ; � MECHANICAL: S i,,t �� AL. � 12. 6�0 . b 0 _.�(v '� — ��D�-i *�*�**************,t*****�** CONTRACTOR INFORMAT'IOI1 *�***#�r************��**�**� eneral Contractor: Town of Vail Reg. NO. _ Address: Fhone Number: Electrical Contractor: Address• Town of Vail Reg. NO. � Phone �Iumber; Plumbing Contractor: Town of Vai� Reg. T3p, Address: � Phone Nu �" mber: �Mechanical Contractor: FIR� SPRINKLER SE�VICES, INC. T � Address, fl15�DEI�OSA DRIV , �,� CO '°Wn o� �ai3 Re I��0.456-S 'r hone Number: 9�8-`�16 3"--� *************�*****�*,t********** FOR OFFICE USE �**��***��*�t*�****,t********�* BUYLDiNG PERMIT FEE. HUILDING PIzF�,N CHECK FEF�: PLUMBING PERM�T FEE: PLUMBING PLAN CHECK ,�'E�: MECHANICAL PE�IIT F£E: MECNANICAL PLAN C�iECK F�;E: — ELECTRICAL FEE: RECREATION fEE; OTHER T7�PE OF FEE: CLEAN-UP DEPOS — DRB FEE: TO'rAL PERM ES: "- TYPE GROUP SQ.FT. VAI,UATION BUILDING: SIGNATURE; —�-- �--� --_ ZONING: Comments: � �IGNAT'T�RE: CI.EAN IIF DEP.OSIT REF[TND Tp: � � - , � R � ��. � � � �:� � ...� � � �� ,� ,� � � � � � . :, . � � J � � - ��J 1 � �� taw� of uai _ 75 soulh fronfage road i►ail�colondo 81657 (3q3) 479-213$ or 479-2139 office of cammunity de�elopment TO: ALL CONTRACTpRS CUgR��LYL REGISTERED WITH THE TOWN OF VAIL - FROM: TOWN OF VAIL PUBLIC WQRKS/CpNIl�lLJrJITy DEVEI,pp1�+�ENT DATE: MARCH �,5, ?988 � SU&TECT: CONSTRUCTION PARKING & MATERIAI, STORAGE Yn summary, Ordinance No. G states that it is unlawful for any perscn to Zitter, track or deposit any soil, rock, sand, debris or material, i.ncluding trash dumpsters, portable toil.ets and workmen vehicles upon any street, szdewalk, alley or public place or any portion thereof. The right-of-way on a32 Town of Vail streets and roads is appraximately 5 ft. �off pavement. This ordinance will be strictly enforced by the Town of Vail Public Works Department. P�rsons found violati.ng this ordinance w�.Zl b� given a 24 hour written notice to remove said material. • In the event the person so notitied daes not comply with the notice within the 24 heur time specified, the public Werks Department wi3.1 remave said material at the e notified. The pravisions of this ordinance �ha�lsn�t�beerson appZicable ta construction, maintenance or repair projects of . any street or alley or any utzli.ties in the right-a-way. Tc review Ordinance No. 6 in fu21, please stop by the Towry of V�il Building Department to abtain a copy. Thank yau for your ceoperation on this matter. R nd ac ed e� by: /� t/ ; �� osition/Rela ionship to Project (i.e. contractar, owner) --I � �`t� Date 4 � . G . . �, . � � . . . i�a y ` . _.._—'_ .' _ _ _ . "_'.__.____�._'_"' , . .. _�. . .. � ,� ' . !, . / . , . . ,,, , y ` �—� ' ____ __ '"__ __.'____'__'__ _ ... __ I � _ '.t4q 3 �� • � 1,'�• �. 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O p"t�n . -h �-'A fD � v r-. N PINOS DEL NORTE CQNDQMINIUM ASSOCIAT[ON G00 Vail Val{ey Drive P.O.Box 69 / Vail,Colorado 81657 {303)476-2747 April �.� , 1985 T0: Town of Vail P�anning Depar�ment The Pinos del Norte Condominium Owners Association has authorizec3 and wishes to persue the replacement of a retaining wall and related fencing adjacent to the swimming pool owned by the association for use by its members and guests. Mr . Steve Caswe�l of American Consolidat�d Development has been retained to impliment the construction of the design by Baldwin Associat�s Architects and Boyle E�gineering . We wish construction ta begin as soo� as the m�ltinc� snow permits, which wi12 probably be in early to mid May. It has been estimated that with good weather conditions canstruction should be eompleted in approxima�ely six weeks. With this time schedule in mind , it would be most helpful if the review process and issuance of the apprapriate construction permits could be expedited , to reduce the inconvenience of our owners summertime occupancy. Thank you for your understar�ding and consideration. S incer�ly, � � . "� �f f� , _" ��- ' Sz . uillermo Fernandez de J.a Parra . * ` . Sr _-0�,. . �S'-4°t ' ?C �4'-D� '- • q'-O� ��Or � �b� ��O" S=0� �� E�-0N I!p�' br �+. llernc�b rr�.a�iry . � —_._.�._. _� _ N ' . � I �� osr_ �L EGWr. I ' =i t 1 �' � D�r�Fed I Q I � ,' � �srr� s�nnw�+.,,e �arx. 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PGWER ❑ HEATING . ❑ ROUGH ❑ EXHAUST HOODS ❑ CONDUIT ❑ SUPPLY AIR p f� ❑ FINAL ❑ FINA� ❑ APPROV�D ❑ DISAPPROVED ❑ REI�JSPECTION �EQUIRED CORRECTIONS: , . , .___ DATE " ' ,7` • ; INSPECTOR _ . ., ; , Mp Priniery..,� . � • _ � INSPECT�ON REQI.l�ST PERMIT NUMBER OF PROJECT ITOWf�I UF VAIL DATE JOB NAME � _ , �`� -� CALLER ^'�- �� READY FOR INSPECTION: MQN TUES WED THUR FRI AM PM LOCATIdiV: � - BUILDING: PLUIIVIBING: 0 FpOTINGS i STEEL ❑ UNDERGROUND Q FC+U�IDATION / STEEL ❑ ROUGH i D.W.V. ❑ FRAMI�JG 0 ROUGH / WATER a ROOF & SHEER ❑ GAS PIPING PLYWOOD NAILING ❑ INSULATION ❑ POOL / H. TU� ❑ 5HEETR�CK NAIL ❑ ❑ ❑ _ ❑ FlNAL p FINAL ELECTRICAL: MECHAI�ICAL: ❑ TEMP. POWER ❑ HEATI�JG ❑ ROUGH ❑ �XHAUST HC)O�S �1 CONDUIT �❑ SUPPLY AIR ❑ ❑ ❑ FPNAL ❑ FINAL ❑ APPRQVED ❑ DISAPPROVED ❑ REIf�SPECTION REQUIRED CORRECTIONS: � i DATE I�ISPECTOR ! ,��,��,e,�:. . . • � . . iNSPECTION REQl1�€S�' PERMiT NUMIBER OF PROJECT TOWN C�F VAIL DATE _ JOB fVAME ___ __ � � CALLER READY FOR INSPECTION: MON TUES WED THUR FRl AM PM LOCATION: BUILDING: PLUI'VIBING: ❑ FOOTINGS / STEEL ❑ UNDERGROUf�D I ❑ FOUNDATION i STEEL ❑ ROUGH / C}.W.V. ❑ FRANIING ❑ ROUGH / WATER � ROOF & SHEER ❑ GAS PIPING PLYWOQD NA�LING � INSULATION ❑ POOL % H. TU8 � ❑ SHEETROCK NA1L ❑ ❑ ❑ O FIhJAL ❑ FINAL ELECTRICAL: MECHANICAL: ❑ TEMP. POWER ❑ HEATING ❑ ROUGH ❑ EXHAUST HC�ODS ❑ CONDUIT ❑ SUPPLY AIR I ❑ ❑ ❑ FINAL � FINAL ❑ APPR�VED ❑ DISAPPROV�D ❑ REINSPECTION REQUIRED GORRECTIONS: DATE INSPECTOR " the DriMFrY�:�.� � / t • � , , L INSPECT�ON REQ�EST PERMIT NUMBER dF PROJECT T�WN C?F VAIL DATE JOB NAME ___ CALLER _ READY F�R INSPECTION: MON TUES NJ€Q THUR FRI AM PM �OCATIOf�: BUILDING: PLUMBING: ❑ FO�TINGS / STEEL ❑ UND�RGROUND _ ❑ FOUNDATION / STEEL �' :' �- �, �`-� '' � ❑ ROUCH / D.W.V. - - �y ,. ❑ FRAMING ❑ RDUGH / WATER � ROOF & SHEER p GAS PIPING PLYWOQD NAILING ❑ INSU�ATION � POOL / H. TUB ❑ SHEETROCK NAIL _ ❑ ❑ � - - ❑ FINAL ❑ FINAL — ELECTRIGAL: M6ECHANICAL: ❑ TEMP. PQWER ❑ HEATIfVG ❑ ROUGH ❑ EXHA'�JST HQ�DS ❑ CONDUIT � SUPPLY AIR ❑ ❑ ❑ FINAL ❑ FINA,L ❑ APPROVED ❑ DISAPPROVED ❑ REINSPECTI�N REOUIRED CORRECTIONS: - - � , �-" DATE I�IUSPECT�R , - "": -°;' °"�,-l��-�z-�-. 1#teprinle+y�+ � , � � -� • 4 INSPEGTI4N REQI�ES� PERMIT NUMBER OF PROJECT TOWN UF VAIL DATE J�B NAME -- ;��,t� - — d CALLER REAdY FOR INSPECTION: MON TUES WED THUR FRI � AM PM LOCATION: BUILDING: PLUMBING: ❑ FOOT1NG5 / STEEL ❑ UNDERGROUND T_ I� FOUNDATION / STEEL ❑ ROUGH i D.W.V. ❑ FRAMING ❑ F�OUGH / WATER � ROOF 8� SHEER ❑ GAS PIPING PLYWOOD NAILING O INSULATION ❑ P004� / H. 7'UB O SHEETROGK NAIL ❑ —_ ❑ ❑ ❑ FINAL � FINAL ELECTRICAL: MECHANICAL: ❑ TEMP. POWER ❑ HEATING 0 Fi{7UGH 0 EXHAUST HOODS � CONDUIT ❑ SUPPLY AIR ❑ ❑ ❑ FINAL ❑ FINAL � APPROV�Q ❑ DISAPPROVED ❑ REINSPECTION REQUIRED CORRECTIONS: __ _ ; . .� _ II DATE kNSPECTOR �==� , . : �°- theprintery•-i � � VAIL TOWN COUNCIL REGULAR MEETlNG TUESDAY, OGTOBER �, 1991 7:30 P.M. EKPANDED AGEPJDA �� r� �'� � •- �'`1 . , _� .. 7:30 p.m. 1. CiTI2EN PARTICIPATIQI� 7:35 p.m. 2. Consent Agenda A. Approval of Minutes of September 3 and September 17, 1991 evening meetings Steve Thompson B. Ordinance No. 30, Series of 1991, second reading, an ordinance making supplemental appropriations from the Town of Vail General Fund, Capital Projeets Fund, Special Parking Assessment Fund, Vail Marketing Fund, the Real Estate Transfer Tax Fund, Pvlice Confiscation Fund, East Vail Utility Undergrounding District, Lionshead Mall Project Fund, Canservation Trust Fund, Lionshead Mal! Debt Service Fund, and Booth Creek Debt Service and Gonstruction Fund, of the 1991 Budget and the Financial F'lan for the Town of Vail, Colorada; and authorizing the expencfitures of said appropriations as set forth herein 7:45 p.m. 3. Ordinance No. 29, Series of 1991, first reading, and ordinance Larry Eskwith increasing the compensation to be paid to the Mayor of the Town of Uail and the members af the Town Council of the Town of Vacl Backqro�nd Ratianale: The Town Councii requested that an ordir�a�ce be prepared for disc�ssion increasing the cornpensation of the Town Cauncil and the Mayar. 8:15 p.m. 4. Ordinance Na. 32, Series of 1991, first readin�, an ordinance SheEly Mello amending Ordinance No. 10, Series of 1991, to provide typographical and wording correc#ions for SDD #22; and setting forth details �n regard thereto. The amend�nent is to correct one typogra�hic error and one error in warding in Ordina�ce No. 10, Series of 199� for SDD #22 - Dauph�inais Mosely Subdivision. (Applicant: Town of Vail/Dauphinais-Mosely) Action Requested of Council: Approve/deny amendment request. Background Ratianale: When the amendment to SDD #22 was made in April and May, 1991, there was one typographic error and one error in wording. This amendment is necessary ta correct these items. No development standards will be affected by this amendment. Staff Recommendation: Approve Ordinance �No. 32, Series of 1991, on first re�ding. 1 � � ` 8:30 p.m. � 5� Ordinance No. 33, Series of 1991, first reading, an ordi�nance l� Andrew Knudtsen repealing and reenacting SDD #2 in its entirety. The ordinance � involves a major arnen��ent t�o Northwaods Special ' Developr�ent District (SDD #2), to ailow for an addition #a the �� bul�dir�g and improvements tQ the �ight-of-way, located at fi0d Vaii Valley Drive, a part af Tract B, Vail Village Seventh Fil�ng. f {AppEicant: �inos del Norte Condominium Association) I ?� Action Repuested a� Gouncil: Approve/deny the request for a { ! �i, major amendment to SDD #2, on first reading. � i Backqrour�d Rationale: The Pinos del Narte Condominium Association woulci fike ta construct a ivung� that would be ,�j'�(�� approximately 1,000 sq. ft., and 16 s4orage lock�rs, eacfi� ' �,�- approximately 50 sq. ft. These improvements are proposed to � � � � ` be located on the north side of the existing building. The landscaping treatment around these improvements wiil be � i �' bermed up over the roof sa that only the east elevation of the lounge will be wisible. In addition to tt�e expansion of the �- building, the applicant is proposing to construck a sidewalk and bicycle lane running the distance o# the Pinos del Norte property, which conforms to the S#reetscape Plan and the Reereation Trails Master Plan. The PEC reviewed the proposal on September 23, 1991 , and recommended approval to the Town Council with a 4-0 vote, wi#h candit�ons. Staff Recommendation: Staff recommends the Council approve 4rdinance No. 33, Series of 1991, on first reading. 9:00 p.m. 6. Ordinance No. 35, Series of 1991, first reading, an ordinance Jill Ka►nrnerer repealing an reenacting Section 18.04.360 - Definition of Site Coverage {Applicant: Town of Vai�) Ac�ion Requested of Gouncil: Approve/deny Ordinance No. 35, Series of 1991, on first reading. Backpround Information: A sentence clarifying the intent of the existing site caverage definitio� is proposed. The PEG reviewed the request on September 23, 1991 and recommended unanimous approval 4-0. Staff Recommendation: Apprav� Ordinance No. 35, Series of 1991, on first reading. 9:05 p.m. 7. Resolution No. 20, Series of 1991, a resolution autt�orizing � Steve T'fi�ompson tl�e Town to invest its surplus funds with o#her govemment entities in JEFFTRUST; and sett+ng forth details in regard th�ereto pction Requested of �ouncil: Approve/deny Resolution No. 20, Series ofi 1991. Backqround Rationale: JEFFTRUST is a local gavernm�nt investment �ool, similar to Co1o. Trust, the investment pool we use now. JEFFTRUST is a legal investment for the Town. Staff Recommendation: Approv� Resolutian No. 20, Series of 1991 . 9:25 p.m. $. AcEjournrr�ent CrAGEN�0.TCE 2 . � !► � � ,� �—_ ,�� ,.. � ' ��.I � �, ,�.�-- TOWN CDUNCIL AGENDA RE UEST `l � C �?�� G� !�' � Request farm must be given �.o the Secretary to the Town Manager by 8 : 00 a.m. Thursdays . Dat� : 9 25 91 Dept . :Cam. Dev. Meeting Date :October 1, 1991 ��-R` .. Work Session: Evening Meeting: X i � ��°"' Approximate length of time item will require : 30 Minutes � I . Iteia/Topic: Major amendment to Northwoods Specia� Develop�nent District (SDD #2) , �o allaw for an addition ta , the building and improvements to the right-of-way. ( �;, Applicant : Pinos del Norte Condominium Assoeia ion � �, �� °`N- . � II . Action Requested of Council : Apprave/deny on firs reading the request for a major amendment to SDD #2 . , - - - � � ; �� I . Sackqround Rationale: The Pinos del Norte Condo�inium J� Association would ].ike to constxuct a �ounge that would be ��'!� approximatel� 1, 00� sq. ft . , and 16 storage lockers, each �� approxim�ately 50 sq. ft . These improvemen�s are proposed to ` `�, ��. be J�ocated on the north side of the existing building. The � landscaping treatment around these improvements will be bermed up over the roof so tk�at only the �ast elevation of �e:��` the lounge will be visible . In addition to the expansion of the building, the applicant is proposing to construet a �� , sid�walk and bicyc�e lane�'� running the distance of the Pinos del Norte ro ert whichf`confor p p y, rr� to the Streetscape Plan �jr� and the Recreation Trails Master Plan . The PEC reviewed the c� proposal on September 23, 1991, and recommended approval to ��'� } � the Town Council with a 9-0 vote .. P�,+ t IV. Staff Recommendation: Staff recomrnends the Council approve �i��t� the major amendment to SDD #2 on firs� reading. /� ' + � V. Assurances ( Legal, Engineering, Finance, ��.s� Outside �rofessional) f ` , �� Employee Signature f�.�1 �,��I �j�►/ (� `� ,' , �,.� r t� _ ,� ` � � ,,.�r--- �� }��ri�', i, � ; /�l ; � ; /� � " . � _ .�! � � r� � � �� '"'�,, � l � �_ l �< < �� L(`' � , /�I � t� , � ' } (p_,, .. � , � ,,� 1�'�-' ' l 'r-� 1 '�1 "-�:� �-�'��s�s � � , � �� ' c��! �,�'� =- �� _ =.�, . ��.� , r-- � _� �� a S� �� , .� , - � , , �� ..�L� ��? � }� �� ' , �� I r, � � , �� '�� (:Y l� � � a � ��=' � �� - � ��/) n ��J � ~ /�,ryy,'��` S� .,� I i `� V -� � i � TOWN COUNCIL AGENDA REOUEST Request fo�m must be given to the 5ecretary �o the Town Manager by 8 : 00 a.m. Thursdavs . �ate: 9 25 91 Dept. :Com. Dev. Mee�ing Date:October �, ,,1991 Work Session: (5ite Visit) Evening Me�ting: X Approximate length of time item will require : 30 Minutes I . Item/Topic: Major amendment to Northwoods 5pecial Development District (SDD #2y , to allow for an addition �o the building and improvements to the right-ot-way, Iocated at 600 Vail Valley Drive, a part of Tract B, Vail Vi3lage Seventh Filing. Applicant: Pinos del Norte Condominium Associati.on II . Action Requssted of Council: Approve/deny on first reading � the request for a major amendment to SDD #2 . III . Backqround Rationale: The Pinos del Norte Condominium Association would li�e to construct a lounge that would be approximately 1, 000 sq. ft . , and 16 storage lockers, each approximate].y 50 sq. ft . These improvements are proposed to be located on the north side of the existing building. The landscaping treatment around these improvements will be bermed up over the roof so that only the east elevatian of the launge will be visible. In addition to the expansion of the building, the appl.icant is proposing to construct a sidewalk and bicycle lane running the distance of the Pinos del Norte property, which conforms to the Streetscape Plan. and the Recreation Trails Master Plan. The PEC reviewed the proposal an September 23, 1991, and recommended approval ta the Town Council with a 4-0 vote, wi�h conditions . IV. Staff Recommendation: Staff recommends the Council apprave the major amendment to SDD #2 on first reading. V. Assurances ( Legal, Enqineering, Finance, Outside Professional) Em loye Si nature a . , � - 4 1i:`- . �. r � � l�`- . • ` � �'�L �,,� ��,.- � ti `r � , ; J�, y � �y 11� `' } J� + ��' w` �; �� ; -`��'µ ( �' y�... Y ,�.• .��J� x 1'`' � V'� r,.� .�'��J' F,/' A} N a � � �� X � �� (�� f �� ' I, J` a� 9' CJ ti ) R/ 1 ` 4 ,�U � � \ �,,�� .�;r°' ±�v �;y` ��a��' g �' ORDINANC� NO. 33 �� ° �+�p,,� �,1� � �� (�` 1 �� ,�"� � Series 4f 199� � W � �- , I *' AN ORDINANCE REPEALING AND RE-ENACTING SPECIAL DEVELOPMENJT D15TRICT NO. 2 IN ITS ENTIRETY. WHER�EAS, Special Development District No. 2 was establishec� June 4, 1974; and � WHEREAS, it is the intention of the Homearrvners' Association to expand one af the existing buildings withir� the No�thwoods Specia� Develppment D�strict No. 2; and VIlHEREAS, Section 1�.40.100(B) of the Town of Vail Muni�cipal Code requires that major '�y�; amendmen#s Qo existing SDDs be approved by Town Council by two readings; and WHEREAS, the Planning and Environmental Commission, at their September 23, 1991 �rl� ' rr�eeting recornr�ended to Town Council by a vote of 40 to approve the proposed modification to Special Development District No. 2. I�OW, THEREFORE, BE 1T ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF VAIL, COLpRADO THAT: Section 1 Chapter 18.42 of the Municipal Cad� of the Town of Vail be repealed and re-enacted as follows: 18.42.010 - Purpose A special development ciistrict is established to assure comprehensive development and use of an area in a manner that will be harmoniaus with the general character of the town, provide adequate open space and recreationa! amenities, and pramote the objectives of the zoning ordi�ance of the town. Ordinarily a special district will be created only when the development density wi�i be lower than allowed by the existing zoning, an environrnental impact report indicates that the special development wili not have a substantial negative effect on the town or its inhabitants, the development is regarded as complementary to the town by the town council, plannir�g commission, and design r�eview board, and there are significant aspec#s of the special development which cannot be satisfi�d under the exis#ing zoning. (Ord. 6(1974)_2: Ord. $(1973) Art. 13, Ch.2 (part).) 18.42.02� - Established Purs�ant to the provisions of Chapters 18.02 and 18.6fi, specia� development district 2 is established for the Northwoods develapment on 7.643 acres as more particularfy described in the 1 r � * f r �� (`� � ` �� ' IA/`+I�' i 1a �` � �l_ MEMORANaUM f.:c� � c� l .� TO: Tawn Council �� FR�M: Community Levelopment Department DATE: October 1, 1591 SUBJECT: Updated conditions af approval to the major amendment request for SDD #2, - Northwoods. The attached staff memo to the Planning and Environmental Commission describes the proposed modification to Special Development Distriet Nv. 2 and p�ovides an analysis of the SDD criteria. Dur�ng t�e PEC hearing, the Commissian modified the conditions of approva! listed in the staff inemo. Below is a complete list, reflecting the PEC discussion. The proposed development plan shall ir�clude the following: 1. The sidewalk shall be constructed out of concrete unit pavers, be a minimum of 7 feet wide in all locations, maintain the undulation shown on the approved plan, and be handicap accessible. 2. The improvements south of the existing roadway shall include a 1-fook drivelane expansion, a 4-foot bike lane, a 2-foat curb and gutter, and the sidewalk d�scribed in �1}, above. Tn�EG--s��ly-raeomrr�ended that the road not be e�r�r�ded by 1 faat i� each lane. 3. The trees to be tra�splanted, which canno� be located on the Pinos del Norte property, shou�d be located on the north side of Vail Valley Drive, across from Pinos dei Norte, an Town af Vai! land. The PEC strongly recommended that the Town Council direct staff to hand-water the trees after they are transplanted. If the Town staff cannot include these plantings in their watering schedule, the applicant should plant the trees on either the east or west end of the North�nroods developm�nt. 4. T�e applicant s�Oall include lighting along the sidewalk. This lighting can be provided witF� a "Village light," or wi#h several small lights located within the � retaining wall which would shine down on the sidewalk, or an equally effective and attractive solution. �� w. � �%� -;;,:,� � � �, �� f� � �� -� � .�-� ��- � � �' , � � � � � �� , � ��` . �� . �� C- , �1 � � � ,�� . �..�'� �� ,,,�-, , l ;�, � � � . �,� � �"J � . � ` ,�' � � �� ti" � u „�' ,� I �� j � � � � �C.� �p , f�`��}� li � � �? � � L/ � ,- � � ' ' �� . � � �a � '� . PLAN�ING AND ENVIRONMENTAI., COMIvIISSION September 23, 1991 Present Staff Chuck Crist Kristan Pritz Diana Donovan ]iTl Kammerer Connie Kflight Andy Knv�csen Jim Shearer Shelly Mello Betsy Rosolack Amber Blecker Absent Ludwig Kurz Kathy Langenwalter Gena Whitten The worksession was called to order at 2:lOPM by Chairperson Diana Donovan. 1. A request for a workse�Sion to areview wetland miti�ation proposal for areas alon� Gore Creek. Applicant: UpAer Ea�le Vallev Water and Sanitation Dismct Planner: Andv Knudtsen Andy Knudtsen exp�ained the request. Staff supporteci the proposal with one candition. After staff's presentarion, the consultants explained the benefits from the plan. Diana Danovan asked if the work would be duplicating w�at had a�ready been done on the galf course. The consultants answered that it was a continuation of the work. Diana was also concerned over the health of the beaver pond. The consultants replied that the water in the ox-b��:� could help the beaver pond. The cansultants alsv stated that they were loaking at moving rocks for drop struetures in the winter with SnoCats to minimize the impacts to the riparian corridor; however, they did not yet have �pproval from Vail Associates to use their equipment. Jim Shearer questioned the verbiage of "new" wetlands. He thought this was more restoration than czeation. The consultants answered that it was restoration and nat creation. ' After a discussion of interpretive markers, Diana said she was supportive, but did not want to make it a requirement as it apparently d�d nat have funding. She lilced the fact that t he mitigation would be located within the same riparian corridor �vhere the impact would occur. Chuck Crist asked if the flow into the beaver pond was going to be rest�red. The consuStants said some wvuld be. I � i � � -. After a discussion as to locations, Diana concluded the diseussion by stating she preferred the � natural drop swctures ta head gates far direcring water into the ox-bow. 2. A request for a maiar subdivision and a Svecia] Development District for an unplatted 7 5 acre parcel �enera�lv lc�cated east of Nu��et Lane and Sovth of Gore Cneek Drive. At��licant: Timberfalls Association Planner: 1Vlike Mol1iea Kristan Pritz explained the proposal. She stated that, since this was a request for downzoning, staff had re�iewed the request and believed the lower density was appropriate far the site. Staff recommended approvai of the request with the conditions as listed in the memo. Peter Jamar, representing the applicants, indicated he agreed with staff's rnemo, including the conditians, ar�d remincied the Commissioners that th�s would not be the last time the proposai would be braught before them, as the final plat also would need to be voted upon. Diana Donovarr asked for c�arification of what was being vated an at this time. Kristan explained it was the re�ommendation to Town Council fnr the Special Development District, the preliminary plan for the major sabdivision, and indicated that the SDD should be made conditianal upan appraval of the final plat. Diana q�estioned appro�ing a concept for an SDD, rather than a plan. Peter agreed to make the SDD conditional up�an final plat approval. Kristan read the subdivision regulations, which stated that the final plat must substantially confarm to the preliminary plan. C}�uck Crist asked for ar� explanation of the road for Lots 10 and 11. Peter said it would be a private drive, w�ith the units on Lots 10 and 11 restricted to single family dwellings only, so the road could be 15 feet wide. Chuck also wondered what the process would be for the development. Ron Riley, one of the developers, said that next summer, after the subdivision agreement and final plat were completed, the utilities and roads would be installed. He mentioned that some of the property closings might be concarrent with the installation of utilit�es. Chuck believed that ;nore permanent residents could result from this development than from the previously approved condominiums. Ron Riley upheld that opinion, stating that 30-40% of those interested in the development were permanent residents. Diana wQndered hov� the requirement that at least 1,000 sq. ft. of GRFA be placed in the basement on certain lots would be enforced. Kristan said it was part of the SDD documentation. Diana also asked if the h�idg�e could be signed as a narraw bridge. Kristan 2 . -w � r I . . � '' agreed to laok into that possibility. I��ana questioned if the en�ire subdivision was a private road, was entry signage required? Sta�f indicated that was an option for the developers to decide. Diana asked if there was enough snow storage on the site. Peter answered there was plenty. Jim Shearer moved to approve the request for a major subdivision, and recommend approva] to the Town Council of the request for a Special llevelopment District for an unplatted 7.5 acre parcel genera�ly located east of Nugget Lar�e and South of Gore Creek Drive, with a notatian that Section III(B){3-5) are recammended in an effort tv pmvide employee housing as a goal for the Town. The recommendation and apprpval are based on the SDD criteria and major subdivision benefit to the Town as outlined in staff's memo. C�uck Crist seconded the motion. The ur�animaus, 4-0, vote approved the rnation. 3. A re uest for a ma'or amendment to S cial Deveio ment District No. 2 Finos del Norte, Buildin� C Northwoods Condominiums/6C1� Vail Vailev Drive. AppPicant: Pinos del Norte Condominium Association Planner: Andv Knudtsen Andy Knudtsen presented the request. Staff recommended apprav�l of the requested amendment, stating that the architect, �irt Segerburg, had successfully incorporated the S�eetscape arad Trails Master Plan c4ncepts into the proposal, and then he listed the s�ecific elements of the development plan. Saundra Spaeh, repr�senting the applicant, was concerned that the paverraent area was too wide. She preferred a minimum of 'i feet for the sidewalk, rather than 8. Andy stated that the Town Engineer recommended a 1-foot increa�e of each drive lane, and that width be added to the overall amoant of pavement in the area. Diana Donavan preferred a decrease in the road width to a decrease to the side�valk area. Kristan Pritz agreed to ask the Town Engineer abaut the passibility, but she covld not guarantee he would approve. Diana pointed out her belief that if the road was widened, it would only encourage drivers to go faster, and mi�ht even encourage illegal parking. Kristan r�plied that the curb would help discourage the potential for illegal parking. Diana suggested placing the exva trees, to be remaved from the current Pinos site, across the road from Finos del Norte. Kristan asked if an acceptable option wavld be to place those trees on the soccer field, as she was not sure the Town could water th� trees sufficiently across from Pinos. Diana did not believe it was a good example for the Town to say they could not water trees. Kristan agreed that the trees would loak nice across the road, but she could not commit Public Works to that condition. Diana believed it shvuld be a condition of approval, and Cauncil �vould always remove that portion if Public Works could not agree. � Diana was also concerned with the street lighting in the area. She asked that a requirement I be included ta Tocate a light along this sidewalk. I i I 3 I, I I I � � - � - . ' Connie Knight asked if the Town planned to match the pavers which the applicant was � putting in. Kristan stated that all pavers, these as well as the ones the Town would use in the future, would be consistent with the Stneetscape Master Plan. Diana believed that the sidewalk should �e maintained by the applicants. Kristan stated that the Code required that. Chuck Crist moved to recommend approval of the request for a major amendment to Special Development District No. 2, Pinas del Norte, Building C, Northwoods Condominiums/6Q0 Vail Valley Drive, per staff inemo, with the conditions revised as follows: 1. The sidewalk shall be constructed out of concrete unit pavers and shall be a minimum of seven feet wide in all locations, and shall maintain ttte undulation shown on the approved plan, and be handicap accessibie. 2. The improvements south of the existing roadway shall include a 4-foot bike lane, a 2- foot curb and gutter, a one-foot expansion to the drive lane, and the sidewalk ciescribed above. 3. Trees shall be planted across the road from the project if the Town agrees to maintain thern. If the Town cannot mai�tain the trees in chat location, the trees will be planted i� the neighborhood. 4. The applicant shall provide lighting along the s�dewalks which will be installed by ihe applicant. Connie Knight seconded the m�tion. It was unanimously approved, 4-0. 4. A uest for an exteriar alteration to Craz Shirts Unit 2 Bri.d e Street Condos Bridge Street Buildin�,.250 Brid�e StreetlLot D. Block 5B, Vail Villa�e First Filin�. Avplicant: The Mainland Co., Inc. Planner: Jill Kammerer ]ill Kammerer displayed a rendering of the pmposed facade and planter modifications. She corrected staff's memn to ind.icate 25 sq. ft. of planter would be removed. However, the applicants would be adding 25 sq. ft., of planter. Therefore, there was na net loss in planter area under the exteriar aiteration prnposal. 5caff recornrnended approval of the request, subject to 4 of the 5 conditions listed in the memo. Staff was no Ionger recomrr�ending the applicant carry out condition 4, as ther� was not net l�ss of landscaping. 3ack Snow, regresenting the applicants, disagreed with plandng aspen in the planter in front of the commercial space as snggested hy the staff. Jack stated the Town Landscape Architect preferncd not to have aspen placed in the planters, as the area has historically been planted with flowering annuals. Additionally, Jim Cotter, the adjacent shop owner to the south, had 4 � • \ 'l'3� f t�.�'iL� C �. _:- ��ai� �+T� MEMORANDUM T4: Planning and Environmen3al Commission FRQri�: �Community Develogment Department DAT�: September 23, 1991 SLBJECT: A request for a major amendment to Special Developcnent District No. 2, Finos del Norte, Building C, Northwoods Condominiumsl6()0 Vail Valley Drive Applicant: Pinos del Nortte Candominium Association Planner: Andy Knudtsen (/.U.�Y.H �••yp.rx"��'{•H 4 .<N� �.'Mr./!lH.4i�+J1'-1N+'ri!?�h:%:+f1,L:Y{_'f,.Yirrfr�,-h,'ii.-Y:::.�:.•.: �dn1L'iib'•-.f+f"l�.iF! r.�'Kv.H...:.S..:n:!9C:-0.�q'?;.%.; .n�:i�i:.�rrv:.C�Nl,l.�Yf,.!'�{:S-:::fQ:n4•%/:% ;!Y??C!I!. /{ �. f�. vJ�y''". ii'°Yl 1` -�� i }''�� f v}.� . ..: . . . . � 9 . �. . . .iv .S . . � r^ --:: :.. ... '. - y- .. . , . . . �/ . . �+fni l .....x k.. iF $ : .. �.: �l• � �'l.• . . - ' .�- - %1�? ��ATb7��NaX�¢v��;� /Ftv�iJ�lJG'�AJ�Gb�/.Yn'}i%'.-04.�V'. d>.':r..,...oi;.r,C�lrnvnu�,n.ur3.A.s.:Y{9f,n,.,,.��f,�-•-xi.c.<f......5 n. ..,/.w.'.idiG,�..c.�,f.-�w.c...�.f.v..•i'li:�'�i',c�S'.C+:Oso�'/.d/nc�'.,+�i�i.&i.J• I. DESCRIPTIOIv OF � REQUES�T The Pi.nos del �arte Condominium Associarion plans to bui�d an adciirion to Building C of the Northwoads SDD to accommodate two new uses, A recreation room, of approximately 1,000 sq. ft. in size and 16 private storage lockers, each approximately 50 sq. ft. in size aze �roposed to be buitt on the north side of the building. The recreation room and storage lockers will be vsed solely by the owners and guests of Pinos del Norte. These uses are allowed by the 5DD ardinance as listed ia Section 18.42.07a(B,D). The addirion will be built adjacent to the existing undergrQUnd paridng garage. The east elevacion of the addition will be visible, while the grades on the north and west sides will be bermed up to the roof ta make these two elevations appear to be below grade. The roof will be landscaped with sod, and �he ex�sting trees in this area �vill be transplanted ta the area between the addidon and Vail Valley Drive. Along Vail Valtey Drive, the applicant is praposing to construct an �nduladng sidewallc which will vary from 8-11 fe�t in width. It will extend fram the Notthwoods driveway entrance on the east side of the site to the existing recreaaon gach on the west side. It will be constructed in concrete unit pavers, per the Streetscage Plan. This reqaest is a major amendment to Special Deveioprnent District l�o. 2, t�ecause t�ie ad�dition expands the building footprint by more than S feet. The additian will not increase the a]Iowable common area by mo� than 5°Io. 1 . � II. ZONING CONSIDERATIONS Zoning: SDD Na. 2 AlIowed Existin Provosed Total GRFA: 175,000 sq. ft. 156,lU3 sq. ft. � 156,103 sq. ft Cornmon; 61,250 sq. ft. 14,Uid(} sq. ft* 2,499.7 sq. h. 16,449.7 sq. ft. (35% of GRFA) Height: 45 feet varies 11.5 feet N1A Setbacks: 10 feet on East: 445' East: 445' all sides West: 8' West: S' North: l4' No�th: ll' South: 183' South: 183' Site Coverage: (25�1'0 of Iac area) 83,232.3 sq. fr_ 78,380 sq. fr. 2,628.4 sq. ft. $1,008.4 sq. ft. * Approximate III. SPECIAL I)E'4rII.OP?vIENT DISTRICT CRITERIA The evaluaaan of tt�e proposal to the nine SDD review criteria is provided below: A. Design compatibility and sensitivity to the immediate environment, neighborhood and adjacent properties relative to architectural design, scale, bulk, bui�ding height, buf�'er zones, identity, character, visual integrity and orientation. Staff laelieves that the impact frorr� the proposed acidition on the character af the r�eighborhood will be minimal. The pmposed addition will be 11-112 feet tall, and most of it will be screened ar covered with landscaping. T'he most noticeable change will be ttzat the existing gabion retai�ning wall will �e reglace� wich a boulder wall that will run the length of the groperty. The wall will have small .st3rubs planted among the boulders and wall have many large spxuce planted along the top of the wall. Th�re will be a seven foot elevation difference between the base of t�e wall and the top. The seven foot height will be achiev�d by stepping the boulder� back over a distance of approacimatedy ten feet. Stepping the wall back in this rnanner will allow for frequent pockets for landscaping. Staff believes that the landscaping and vvall treatrnent will make t}�e addition cornpatible vwith the immediate environment. 2 i � - B, Uses, activity and density which provide a compatible, efficient and worlcable retationship with surrountling uses and activity. 'I'he surraunding uses include the Ski Club Vail building and the Wail Associates Children's Center, Manor Vail, Fard Park, and the soccer field Staff believes that the additional lounge space will not sigc�ificandy alter the Pinos Del Norte development and that it will cantinue to be a compatible use with the surraanding properties. C. Campliance with parking and laading requir�ments as ouklined in Chapter 18.52. Staff has determined that the proposed storage area and lounge area da not generate a parking demand and that addirional parking is not nceded - ` �f� D. Confo�mity with applicahle elemen#s of the Vaii Comprehensive Plan, Tawn policies and Ucban Design P1ans. The most significant issue discussed in Town documents relates to pedestrian, bicycle and autamobile circulation adjacent to this site. This area is frequenrly congested, as it is located between Vail Village on the west and Ford Park and the re�neation path �� {� on the east. The Rec��eation Tr�iis Master Flan Report calls for bike lanes in this area. , � - Specif cally, the plan states tt�at: �� , "This trail rype (bike lanes} is called for on roads where no other trail e�cists, such as portivns of the Frontage Road ac�d Vai] Valley Drive from the Gold Peak Base to the athletic fields. Ttye bike Ianes will be one way and 4'-5' wide (depending on the shoulder ava.il�ble). The bikes will �e moving with traf'fic." The Streetscape Plan calis for a sidewalk to be constructed from the Village Transportarion Center to the sc�ccer field. FQr the portion along this property, it is called out to be 8-10 feet wide. Staff believes that it is reasonable to require the , applicant to improve the public right-of-way abutting rhe Pinas Del Norte property, in compliance with both of these pZans. One of the original concepts of the Homeowner's Assaciation to be included in the develapment was a link from the Pinos Uel Norte parking garage to the bike path on the west side of the property. The applicant has maintained this concept and has agreed ta madify it somewhat to meet the standards �n these Plans. One drawback to the improvements for this secaon of 'Vail Valley Drive is that there ' will be significandy more asphalt and hard surface in this carridor. The Streetscape ' Plan is calling for the addition of two 4foot wide bike lanes and an 8-foot wide sidewalk. In addition, a 2-foot gutter and a 2-foot �xpansion of the c�rive lanes will 3 . � � need w be installed. As a result, there will be an additional 20 feet of hard sur€ace added to the existing 22-foot wide road. Thes� improvements will require that most all of the right-of-way 'be used.. In the attempt to provide as much landscaping as possible between the proposed addirion and the sidewalk, staff has proposed locating 4 fe�t of the bike Ianes and 1 foot of the drive lar�e widening an the north side �f the road The five feet required for these irnprovements will use up almost all of the remaining right-of-way an the north side of the road.. During the staff review of the proposal, staff discussed the impacrs of the increase in hard surface and decrease of landscaped area. We believe tha� thc widths proposed for bike lanes and sidewalk are the minimum necessary to provide safe spaces for the different modes of traffic. (Originally larger bike lanes and sidewalks were prapased.} Staff believes this portion of Vail Valley Drive, in particular, ne�s the exva room far pedestrians and bicyciists. In addidon, this alignraent is consiscent v+r�th the dire�don Planning Commission gave during t�e July S, 1991 worksession. Thas design is consistent with the Streetscape Plan and Trails Plan and provides an adequate buffer of land�caping between the proposed adciition and public area. It has been reviewed and approved by the Town Engineer and meets a�l engineering stanc�.ards. E. Identification and m�ifigatian of natural andlor geologyc ha7ards that affect the property on which the sp�cial developrnent d�strict is proposed. The Town hazard maps for avalanche, rockfall, floodplain and d�bris flaw show that this site is not affected by these hazards. F. Site plan, buelding design and focation and open space pravis�ons designed to produce a functional devel4pment responsive and sensiti�e to natural t'eatures, vegetat�on and overall aesthetic quaZity af the community. Staff believes that the site plan and building design will greserve the appearance of open space. All the existing vegetadon in the area will be preserved sinee the applicant is transplanting it. As there will be mare trees to be u�ansplanted than cam be accornmodated in the buffer between �he building and the proposed str�eet improvements, the applicant has requested to lc�cate t�e trees on the north side of Vaii 'Valley Drive at the so�th encra.nce to Fflrd Park. As there is na existing irrigation at this specific locaaon, there rnay �e other mare appropriate sites. The applicant may move the trees to other locations on-site, possibly the west end. Staff believes that the landscaping efforts and quality of the Northwoods development will wc�rk together to be consistent with the overall aesthetic quality of the commurury. G. A circulation system designed for bofh vehicles and pedestrians addressing on and aff-site traffic cerculation. Staff believes that the applicant has fully adciresseci the cireulation systems for 4 • i ' pedestrians, vehicles as wetl as bicycles, as discussed abca�ve. H. Func�ionai and aesthetic landsc�aping and apen spa+ce in order to aptimize and preserve natural features, recreation, views and func�ions. �taff b�lieves that the tandscaping plan will effectively screen the addition and provide a natural buffer between tihe street and rest of the Pinas Del Norte condominium buildia�g. Staff believes that the landscaping pian, as discussed above, will preserve the natural appearance of the site and will soften the retainage along the sidewalk. I. Phasing plan or sabclivision plan that wilt maintain a workable, functional and efl'icient relatianship throughout tt�e de�elopmenC of t�e spe�cial development district. No phasing plan is proposed. IV, REVIEW PRQCESS As this is a major SDI7 amendrnent, the Planning and Environmental Commission will be maldng a recommernd.arion to the Town Cauncil. Specifically, the recommendation will be to amend "Section 1$.42.04U, Development Plan - Cnntents°' by adding: H. A revised site pdan, dated September 16, 1'991, showing improvements including a lounge, storage loeker area, �vised landscape plan, boulder retaining wall, �ew sidewaLk constructed out of unit pavers, and a new bike lane. In addidan to this amendment to the SDD, staff would lik� to revise a portion of the e�cisting Pinos Del Norte SDD ordinance. Secrian 18.42.030(B) currently reads, "Amendments of the development plan sha�l bc apprflveri by the Town Council by resolution." Sta_ff is proposing to amend this section to read, "Amendments of the development plan shall proceed as follows: The initial review of t�►e proposed Special Develop;nent District shall be held by the Planrung and EnvirflnmentaI Commission at a reguIar sc�►eduled mee�ring. Prior to this meedng, ar�d at the discretion of the Director of the Deparnnent of Cornmunity Development, a woricsession may be held with the applicant, staff and the Planning and Environmental Commi�sion ta discuss the prc��posed Special Development District. A� r�eport of the Communiry Development IDepartrnent staff's findings and recammendations shaU be made at the initial forrnal hearing befvre the Planning and Environmental Commission. A report of the Planning and Environm�ntal Commission stating its findings and recommendations, and the staf�'s report shall then be transmitted to the Town Council in accordance with the applicable provislons of the administrat�on section of the murucipal code. 'T'he Town Council shall consider the Special Development I?istrict, 5 � � and if it is detcrmined that the proposal should be approved, shall appmve the Special Development District modificadon by ordinance, according with the administcarion ' secrion of the municipa� code." Staff is proposing to repeal and re-enact portions of SDD No. 2, in�orporaring these two modifications into the SDD. V. CONC`I,USION Staff believes that t�e proposal m�ets the SDD criteria. Staff believes t3ze applicant has worked hard to produce an aesthetically pleasing solurion which addresses rnany different uses. For example, the plan accommodates bicyete traffic, pedestrian traffic, as well as the new addidon, and includes a visually pleasing landscape and retainage treaunent. Staff is pleased with the way the applicant has incorp�osated the Streetscape Plan and Trails Plan into this praject. Specifically, the criteria for compadbiliry with adjacent properties, the requirement to confarm wit� applicable elements of the comprehensive plan, and the requirement for an aesthedcally pleasing Iandscape plan are met Therefore, staff reeommends that the PEC recommend to Town Councii that SDD NO. 2 be repealed and re- enacted, to ir�clude the proposed development plan as part of the o�cial I�evelopment Plan Con�ents and to modify the section reguladng amendments. The proposed development pla.� has the following specificadons: 1. The sidewalk shall be con5tructed out of concrete unit pavers and shall be a minimum of eight feet wide in ali locarions, and shall maintain t3ie unduladon shown on the approved plan, and '#iee handica� accessible. 2. The improvements south of th� e�sting roadway shall inc�ude a 1-foot drive lane expansion, a 4-faot bike lane, a 2-foot curb and gutter, and the sidevvalk described above. �:��.9:� 6 � � . 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F � � , , . � � ' .� � �-'� � l �'y�„�°+�'t�`'6�� . .� ��-'L� ' ri�.] /`P c c,�`".,�.c K.. �,21 rid�s�....t' � �;�f-,,� . � "1� � -'I�� , 3L1 � �° } �� t'ti, �'f� P`�.`�.,� �� ' �� ?� �` � � � . .� �� t� �� l'�./�? , d� � , ,',a �:�t7�:"2'�� ' � � ^� � � / .� '� � � ) i . r' .�� 2� 1�C.-�-G�'i'L-�t,�`_a? ��.�P'..;:'��«�a, � ,� r - . - , ' . / �_ �1�i' ••S41�.// J . fi / .� . F 3) (�l� h..F ��.°.��y,��;!�f l . � �� '��.�a . �� :a �� "�� s„ �t .�,, b��,�L.,,�.�.�',� � , . �� , f'?c t.�` a� y�_; �!t. ,� r:,� ' � � `.� / n „ �;.-� C�' � e�r�,� � � ��, f.� � �-�e� �, : �'-�?� .� :� � � . � ;:�.� ' MEMORANDI]M . TO: Planning and Environmental Commission FROM: Community Develapment Depamnent DATE: September 23, I991 SUBJEC'T: A reqnest for a major amendment to S�ecial I7t�eIopment District No. 2, Pinos del Norte, Building C, Northwoods Condorniniumslb0() Vail Valley Drive Applicant P'inos del Norte Condominium Associadan Pianner: Andy Knudtsen , .. I. DESCRIPTTON OF Tf� RE2UEST i The Pinos del Norte Condominium Association plans to build an adc�ition to Building C o£ the Northwoods SDD to accommodate two ne�w uses. A r�cr�atian room, of approximately 1,000 sq, f� in size and lb private storage lockers, each approximately 50 sq. ft. in size are proposed to be built on tt�e narth side af thc building. The recreation room and storage lockers will be used solely by the owners and guests of Pinos dei �1arte. These uses are I allowed by the SDD ordinance as listed in Section 18.42.070(B,D}. Tt�e addition will be huilt adjacent to rhe existing underground parldng garaga. The east_ __ __ _ elevation of the addition will be visible, wiule the grades on the norttf and west sides will be bermed up to the roo£to maka these two elevations appear to Ue below gracle. The roof will ' be landscaped with sad, and the e�eistirtg mees in this area will be r,rransplanted w the azea I between the addition and Vail Valley Drive. Along Vail Valley Drive, the applicant is proposing to construct an undulacing sidewalk which will �ary from 8-1,1 feet in width. It . _ will extend from the Norrhwoods driveway ert�ee on che east side of the si#e to the existiag � recreation path on the west side. It will be consuucted in conc�te unit pavers, per the ,.:;.. Streetscape Plan. i 'T'his request is a major amendment w Special Development District No. 2, because the addition expands the bailding footprint by more than 5 feeG 'The addition will not incroase � the allowable comrcxon area by mor� rhan S%. 1 �u�. _ . �- , r�`,:. Ev`° , � � a , -� II. ZONIlVG CONSIDERATION5 Zoning: SDD No. 2 Allowed Exi•stin� � Total GRFA: 175,OQ0 sq. ft 1�6,103 sq. ft 0 15b,1�3 sq. f� Common: 61,250 sq. ft 14,000 sq. ft* 2,499.7 sq. ft. Id,449.7 sq, ft. _ (35% af GRFA) Height� 45 feet varies 11.5 feet N/A - Setbarcks: 10 feet on East: 445' Eas� 445' aIl sides Wes� S' West 8' North: l4' Narth: ll' South: 183' Sauth: �83' Site Coverage: (25% of lot area) 83,232.3 sq. ft. 7$,380 sq ft. 2,528.4 sq. ft. 81,008_4 sq. ft. * Approximate III. SPECIAL DEVII,OPMENT DISTRICT CRITERIA _ �,The,e__v_atuation of the proposal to_the_nine_SDD review_criteria is pmvided__below:_---- A. Design compatibilrty and sensitivity to the �mmediate env�ranmen#, neigh6orhood and adjacent properties relaNve to architectural design, scale, b�lk, �uildistg height, but�er 2ones, identity, charactet, Visual integrity and orientadan. � Staff believes that the impact from the praposed addition an thc character of the , neigbborhood will be minimai. The pmposed addirioa w11 be 11-1/2 feet tall, and - most of it will be screened or covened with landscaping. The most andceable �haage will be that the existing gabion retaining wall will be replaced wirh a boulder wall that will iun the Iength of the propezty. The �vall will have small shrubs planted among the boulders and will have many ]argc sgruce planted along the top of the arall. There . will be a seven foot elevation difference between the base of the wall and the top. The sev�n foot height will be achieved by stepping the boulders back over a distance of apgmximately ten fee� Stepping the wall back in this manner w�I allow for fiequent pockecs for landscaping. Staff believes that the landscaping and wall treatment will make the addirion compatible with the immediate enviranmen� 2 _ . �, � `� � �.. i. N�!a. _: . �4a _ �- 'f� ,"� a � � :' .. ,n' . . �iy'.. B. Uses, activity and density which provide a compatible, efticient and � workable relationship with surrounding uses and activity. The stm�aunding uses include thc Sld Club Vail building and the Vail AssociaFes Children's Center, Manor Vail, Ford Park, and the soccer fieid. Sraff believes that the a�dd,itional lounge space will not significancly alt�r thc Pines Dei Norte development and that it will continue to be a compatibie nse with the �wrnunding groperties. C. Campliance with parking and loading requirements as outlmed in Chapter 18.52. Staff E�as determined that the pmposed starage area and lounge area do aot generaro� a ' paridng demand and that a�t3ditional paridng is not nee�d. D. Conformity with appiicable elements of the Vail Comprehensive Plan, Town policies and Urban Design PIans. The mast sig�ificant issue discussed in Town documents reZates to pedesr�ian, bicycle and auta�obil� circulation adjaccnt to this site. This area is frequendy congested, as it is located between Vail Village on the west and Ford Park and the recreation path on the eas� The Recreation Trails Master Plan Repart calls f�r bike lanes in this area. Specifically, the plan states that: "This trail type (bike lanes) is called for on roads where no other tra.il exists, such as portions af the Frontage Road and Vail Valley Drive from the Go1d Peak Base to the adiletic fields. The bike lanes will be one way and 4'-5' ___._____. - --- -------- - _ . _. . wide (depending on the shoulder avai].able), The bikes will bc moving with traffic.�� The S�eetscape Plan calls for a sidewallc to be constructed from the Vilia�e Transportation Center ta rhe soccer field, For thc por�on along this property, it is called out to be 8-10 feet wide. Staff belie�es that it is reasonable ta require the applicant to imgrove the pnblic rig�t-of-way abutting the Pinos Del Norte pro}�erty, in compliance with both of these glans. One of the origiz�al concepts of the Homeowner's Assc�ciation to be incl� in the deveiopment was a link faom the ' _ Pinos Del Norte parl�ng garage to the bike patii on the west sid�e of the property. The applicant has maintained this concept an� has agreed to modify it somewhat to meet the st�ndards in these Plans. One drawback to the improvements for this section of Vail Valley Drive is that there will be s�gni.ficantly more asphait and hard surface in this corridor. The Stre�tscape Pian is calling for the addition of twa 4fooc wide bika lancs and an 8-foot wide sidewaik. In addition, a 2-faat gutter and a 2-fvot expansion of the drive lanes will 3 �'y_-wb.is , . . _ _ . __ : , - • '_ . . . ��'.- � � . ' • � . nead w be installed As a resnit, there will be an additiona120 feet of hard swface added to the existing 22-foot wide road. These impmvements wiiI require that most all of the right-af-way bc used. In the attempt to provide as much landscaping as passible between the proposed ad�dition and the sidewaIk, staff has proposed locating 4 feet of the bike lanes and 1 fpot of the drive lane widening on the north side af the road. The five fest requi�d far these improvements v�ill use up almost all of thc remaaning right-of-way on the nrnth side of the road. Duriag the staff review of the proposal, staff disc�ssed the impacts of the increase in hard surface arid decrease af landscaped uea. We believe that the widths proposed far bikc lanes and sidswalk are the minimum necessary to prvvide safe spaces for the diffe�nt modes of traffic. {Originalty Iarger bike lanes and sidewalks were proposed) Staff believes this portion of Vai� Valley Drive, in particular, needs the extra room far � pedestrians and bicyclists. In addition, this alignment is consistent with the direction Flanning Commissian gave during the JnIy 8, 1991 worksession. This design is consisteat with the Streetscape Ptan and Trails Plan and gmvides an adequate buffer of landscaping between the proposed addition and gublic area. It has be�n reviewed and approved by the Town Engineer and meets all engineering standards. E. Identification and mitigati4n of naharal and/or geologic hazards that affect the property fln which the special development district is prnpc�sed. The Town hazard maps for avalanche, rockfall, floodplain and debris flow show that this site is not affected by these hazards. F. Site plan, building des�gn and locatioR and open space provisions designed _—`____ ________ to produce a functionat deve[opment responsive and sensitive to natural�__—_____._ features, vegeta�iaR and overall aesthe#ic qualitq of the comznunity. - Staff believes that the site plan and building design will p�serve t�e apgearance uf open space. All the existing �egetation in tf�e area will be preserved since the applicant is transplanting i� As there will be more trees to be transglanted than can . be accommodated in the buffer between the building and the pmposed sueet - impmvements, the applicant has requested to locate the t�es on the north side af Vail - Valley Drive at the s4�th entrance w Ford Park. As theie is no e�sting irrigation at this specific location, ther� may be other more appropriate sites. The applicant may � move the t�es to other Iocadons on-site, possibly the west end. Staff believes that the lanc�scaping efforts and quality of the Northwoods development will work together to � � be consistent with the overall aesthetic quality of the community. � _� G. A circu�ation system designed for both vehicles and pedcstrisRS addressing ,. on and ot'�site traf�c arc�ilation. Staff believes that the applicant has fully addressed the cir�ulation systems for : 4 ; �� + c 4+�s LL .. . .�._�`��.^_ �r � ` :�� o • � � � � � pedestrians, vehicles as well as bicycles, as discnssed abave. I H. Functional and aest6etic landscaping and open space in order to optimize and preserve natural features, recreation, views and functions. Staff believes that the landseaping plan will effectively screen the addition and providc a natural buffer betweea the strezt and rest of the Pinos DeI Norte condnminium � building. Staff believes that thc landsca�ing pl.an, as discussed above, will preserve � the na� appearance of the site and will soften the retainage along thc sidewallc. I. Phasing pian or subdivisian plan that wiI! maiiatain a warkable, functional and efficient retatioaship throughout the deveZopment of t6e spec�al deve�opment distric�. I � No phasing plan is proposed. -. N. REVIEW PRQCESB As this is a major SDD amendmen�, the Planning and Envirorunental Commission will be malcing a reeammendation to t�e Town Council. Specifically, the recommendation will be to amend "Section 1$.42.040, D�velopment Plan - Contents" by adding: I H. A revised site plan, dated September 16, 1991, showing improvetnents including a lounge, storage Iocker area, revised landscape pIan, boulder retaining wall, new sidewallc constructed put of unit pavers, and a new bike - lane. ----____ __, . ------ - - -- --- ---- __ - - - - - -�--- - In addition to this amendment to the SDD, staff would likc to revise a portion of the existing Pinos Dei Norte 5DD ordinance. Sectifln 18.42.030(B) currentiy ieads, "Amendcnents of the . development plan shall be appra�ved by the Town Cauncil by resolut�on." Staff is proposing ta amend this section to read, _ "Amendm�nts of the deve�og�nent plan shall proceed as fallows: The initial review of ; the proposed Special L�evelopment District shall be hcld by thc Planning and Environmental Commissian at a reg�lar scheduled meeting. Prior to tius rneeting, and at the discretion of the Dircctor of the Department of Community Development, a wor3csession may be held with the applicant, staff and the Planning and Environmental C�mmission to discvss the proposed Speciat I?evelo�meat District A report of the : Community Devetopment Departrnent staff's findings and recommendations shall be made at the uutial formai hearing before the Planning and Environmental Cammissioa A report of the Ptanning and Envinonrnental Commission sr�ting its findings and recommendatians, and the ataff's report shall then be transmitticd to the Town Council in accordance with the applicable provisions of the admiaistiration section af the . municipal code. The Toum Council shall consic�ex ihe Special Develapmenr District, 5 . .'�i�•_ - ' - /` ' ."" � .. . � � � _ _ ' • k '.•, and if it is determined that tt�e proposal should be agprove�i, sball approve the Spccial Development District modification by oidinance, according with the administration , secdon of the municipal coae." Staff is proposi�g to re�al and re-enact portions of SDD No. 2, incorparating these two modifications into the SDD. V. CONQ.USION Staff believes that the proposal meets the SDD rriteria. Staff believes the applicant has war3ced hard to produce an aesthetically pleasing salution wluch addnesses ma�y different uses. Far example, the plan accommodates hicycie �raffic,pedestrian �affic, as well as tiie new a�ddition, and includes a visually pleasing landscape and retainage treatmen� Staff is pleased with �e way the applicant has incorporated the S�reetscape Plaa and Trails Plan into ._ this project. Sp�cifically, the criteria for compatibility with adjacent pmperties, the requirement to confarm with applicable elernents of ti�e comprehensive plaa, and the � re�;uirement for aa aesthetically pleasing iandscape plan ar� me�. Therefore, staff recommends that the PEC recommend to Town Council that SDD NO. 2 be repeaIed and re- enacted, to inc�ude the proposed develnpment plan as part of the off�cial Developmenc Plan Contents and to modify the section regulating amendments. The pr�aposed development plan has the following spe.cificadons: 1. The sidewalk shall be constructed. vut of concrete unit pavers and shall be a minimum of eight feet wide in all locations, and shall maintain the undulation s�own on the ' approved plan, an� tie handicap accsssible. -- ------ _ _ _ _ -___ _ __ - -__---_- 2. 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' � � � � � : � �� e� ' . , -�_ f� �� '� ',�, �: `,1 � s - �' � � , � . • s � ,� , ; , � � '1 , � � -• ' _ �..__� ; � - , - -. �r- _ 1 ' ".• . �— �,t r. . �1 '� � ,�;� ��5 �+ �� 'i :� u �- .r. �.� ;;, � - � i`:.�r.j� � • .. . • �.". j� •� .� , � �.} `� � ., � • 1 . ' �__ _�.`_--.___�_�___ 4 r :. : --- ---- _ --. ,�_ � --- _ _ _ _ • � . :. � ' � - _ - _- � . _ � • � � •Y E i ' � p 1 � t , ,� ��,�, ' � o t ;1 '��--� }l.� . ;`*�C' '►►�1'� ��;� � a 1 ' , '`��_. 1 • �1:^ .• � '' ;F I 1 . .. .� � ' ��: � � ��7��i1.3 - y 1 tif.�.,�. .�. � ; . �.. �.:�:�-± � -,. ., -� = 1`\ ' _ 'r',' _- �� -� ; �. _» ... �h i. � � - . �� f.� , • � ,�.�C.,� • � � � . '� .A� _� - . i! � 11 • ., � , . � ; ...5 .' ' J'�� • � � ]1.l f �! ��•ti � . . , � �>� .�, :.<<+ _p . . � - � �� 'T � i 4 .� br� .� �' .�'. �� . y,` • � . . •� i � . . •�• . � .. .�. . _ . , : :'"`�y.:- ...... ui��-_�*_`..'�- s�:7�+�1�,'.�"��-- ---..._ ! • ORDINANCE NO. 33 Series of 1991 AN QRD�NANCE REPEALING AND RE-ENAGTING i SPECiAL DEVELOPMENT DISTRICT NO. 2 lN ITS ENTIRETY. WHEREAS, Speaal Developme�t District No. 2 was established June 4, 1974; and WHEREAS, it is the intention of the Homeow�ers' Association to expand one of the � exis�ing buildings within the Northwoods Special Qevelopmen# District No. 2; ar�d WHEREAS, S8cti0n 1$.40.100{B) of#he Tawn of Vail Municipal Code requires that major amendmen�s to existing SDDs �e approv�c! by Tow� Caur�cil by two readings; and i WHEREAS, the Planning and Environmental Commission, at their September 23, i 991 ' meeting racommended to Towr� Council by a vo#e of 4-0 to approve the proposad modifieation I to Special Development District No. 2. NQUV, THEREFORE, BE IT OA�AINED BY THE TOWN COUNCIL OF THE TOWN OF VA1L, COLORADQ THAT: Section 1 Chapter 18.42 of the Municipal Code of the Town of Vail be repealed and re-enacted as follows: I � i 8.42.Oi 0 - Purpose I A special development distric# is established to assure comprehensive development and use of an area in a manner that will be harmoniaus with the general aharacter of the town, �I provide adequate open space and recreational amenities, and promote the ob�ecti�es of the I zoning ordinance of the town. Ordinari{y a special district wil{ be created only when the development density will be Eower than allowed by the existing zoning, an environmental impact report indicates that the specia� development will not have a substantial negative effect on the I tawn or its inf�abitants, #he develapmeRt is regardec! as complementary to the towr� by the town , councii, planning commission, and design review board, and there are signiflcant aspec#s of the 'I special development which carrnot be satisfied under the existing zoning. (Ord. 6(1974)�2:Ord. 8(i973) Art. 13, Ch.2 (pa�t).) , 18.42.02U - Established Pursuar�t to the pro�isions of Chapters 18.02 and i8.66, specia! development district 2 is estab�ished for the Northwoods de�elopment on 7.643 acres as mare particularly described in the � � • legal description an file in the flffice of the town clerk. A portion of Block 2, Lot A, and a portion of Tract B, Vail Village Seventh Filing, said portions together containing 5.774 acres, to be known as development area A, may be used for deveTopmer�t o� accordanae with Sections 18.42.090 through 18.42.180, the other 1.869 acres in the parcels, to be known as recreational area B, shall be reserved for open space, recreational amenities, and if necessary a maximum o# fifteen averflow parking spaces, and the 7.643 acr�s shall be referred to as "SDD No. 2." (Qrd. 6(1974) _3(A): Ord. 8(1973} Art. 13, Ch. 2(part).) 18.42.030 - D�velopmec�t Pfar� - Adopted A. The development plan of Vail Associates, Inc., for its Northwoods develapment, which is a part of i#s app9ication, is approved, incorporated �y reference in #his chapter, a�d made a part of spECial dev�lopment district 2, and cvnstitutes a general plan which shal1 be compliec� with for the development within the special district. B. Amendments of the developmen4 plan shall p�raCeBd �8#81101�5. T�1� i�lit�al TpYiBW Q#'thB:�7Ca�OS#�C1 Sp8C1�1 �?BVB�O�Ct'1Q11T��S�fICt,S�l�l� be'i�e�d;by tk�e''Pl�r�riin� �nt� �nvi.ronrr�er�t�l �o�rrrr�issi�n at"'a regular sc��du[±�d m��t��' P�iar to this r�eeting�',and af th�e discreEion of t�ie Directc�r nf th��par�m�r�t of:�Comm�nity D$vetopmen�;a worksessior� may be held wi� th� apptica�t, �taff ar�ci tt�e Plan.�ir�g �rr�ii ��vFror�m��tat;',Cammissit�n t� d.isc�r�;:;#t�e propos�d Spe�iat Devslap�en� ,Qis�ric�: A rep��t�f`,th� Cort�mun�t�r �?�velopment�C?epartment staff's findings and r�commenda�ions shal� be made at �the .i�itial fortimal:t�ea�3ng ;before ttis i�'lannin� ancl Envirc�rimental Cflmm�sslqn. A repo�t iaf the Plan��ng and Environmenta€°��mmission stating its f�ndings and recommend��i�r�s, and th�sta.fYs:€eport st�atl t�te�kk�transrnitted to'�e Town.CouriciC in a�cordanc�vuith��ie applicab[e'�ravisions af;the adrninisiration s�ctfon of the municipa� c�de. fi#`�e '��wn Ctsuncil !s�al[�cons�ler the `Sp�3a� D�ve(npmer�# t�i�trict; and if`;�t is cletermtnec�that��p�op��al sha�ld�e appraved, shali approve f�e Special �?evelopment Dis�rict modifica€ion k�y.o�'din��ce;�accarding tq;t�e administration section of the m�r�icipal �Ot�t3'.: C. Each phase of tY�e develapment shall require the approvai of the design review board of the town, pursuant to the provisions af Chapter �8.54, before the commencement of site I I 2 � � I preparation, building construction, or other impro�emen#of open space within the special district by ths developer in accordar�ce with the develapment plan. (Ord. 6(197�4)_4:Ord � 8(1973) Art. 13, Ch. 2(part).) I 18.42.040 - Development Plan - Contents � The deveiopment plan includes but is not limited to the following data: I A. The environmenta! impact repart, which was submittsd to the zoning administratar in , accordance wit� Chapter 18.56; I B. �xisti�g and proposed contours after grading and site development having contour intervals of not more than two feet where the average slope on the site is �nrenty-five percent or less, and contour irttervals of not more tk�an five feet where the average slope on the site is greater than twenty-five percent. Supplemental documentation of proposed contours shall be subrn�tted to the �oning administratar with the p�ans for each p�ase of I the deveiopment; C. A site plan, at a scale of one inch equals thirty feet or larger, showing the locations and dimensions of aN buildings and structures, uses thereir�, and a!!principal site development I features SUCh as tandscaped areas, recreational facilities, pedestrian p�azas and walkways, service areas, driveways, and off-street parking and loading areas; D. A Rreliminary lar�dscape plan, at a scale of one inch equals th�rty feet or I�rger, showing � existing landscape features to be retained or removed,and showing proposed fandscaping and landscaped site development features such as outdoor recreational facil+tiss, bicycie paths, trails, pedestrian plazas and walkways, water features, and other elements; ' �. Preliminary builciin� elevations, sections, and Noor plans, at a scale of fl�e-eigh#h inch equals one foot or larger, in sufficient detail to determine gross residential floor area, interior circulation, iocations of uses witfiin buildings, and the general scale and appearance af #he proposed buildings st�ala be submittad or� a pi�ase basis; F. An architecturaE model of the site and the praposed development, documented by � photographs, at a scale af one inch equals thirty feet or larger, portraying the sca�e and re�ationship of the deveJopment to the site, and illustra#ing the form and mass af s#ructures in the development; 3 s r ' G. Since phased construction�s contemplated,a program must be submitted indicating order and timir�g of construction phases, phasing of recreational amenities, and praposals for interim development:fi ::,;.�;;::..>��::_,. : �.::;;::.: . .;;�..:.:.�,,,,::. : ,;��:. ��-:;:::.:...::..,.;;::��::..�t�i'�r'<::�!' ��<�::��::;"��:�iw . �a. �.:;��.�...��.<.�..:��.�..��.�.<�::.: �.�.....�.::::...::.......�:<,:::.::<.:�::;.::...::..:��: :.:.::�.�::r:�:.:.�.:::.::.:.:,:...�::.:::.:::::::. :.�::::::,::.:..:.::.:�::�:.::p.:�::::.:..�::.::..:.::::::::.:>._..:::::.:..::::::..:.::::::::.::.:::.::.:.::.:...:..:,:....,....,:.::..:...,.:.::...:.::....:.:.:.:.::;.t. ,,:.: �m �.: ��rt�::��r��i�.:::a:::�u� . ��:�x �::>1�ck�r:::::aca�::;��t��::::... : � : �::::��::��f�� ...t!�:!•!�.,:::.. ..a.. :.�..::. .r.. ::��: .3t"'.. . . . . , ... .:. .... ... ..........................::.:,>;;. ....::....,... ... ........... :o-»:....:::.......:::.:.::�.,::.::.�::.::.:::.�:� ...:::.::::...... ......::........::.::..:�,,:.�::....:...... .......::::.:....:...... .... ....... .,..... ...... ..... �n,,�x1�tY� q �y�1�y�=�J:::,;..p.:!�..:�}.:''.:'::'::.':-a�::'.:�.�i.�:'y•�.�':��'�V7'`�'�#i:;:.:t::;.�Li"::...�t'��-�:a�::;.,;r.:::.�'.:�:�::::?n';v.`�A...:;:�::..;.;:-.;:�.:.r.�:�::•.� V�Gti1'.fc11.1�.�H�::F.1,�,Yx,.,f;fc;i�ISA�1ci 14��rs��A� � ,��,,::t�%�.<:�k�..�i .T�� ..s...��1#\�Jf��.�s:.:.:; i - y�: �!►¢ ��:��Fri��i��"<:�..,�..��.�.`..��:.�.��::l:Rti�>:� ��..,� i�'sS��r.l•:1#.�:..:::.:,':_::.:��i�v".:'��ii��^i�' ,�:�:««.;:::;;<:.»::�»:::��:.:.;;:::;:.�:;,'�..;::;->;;:,....��,�.��;;,;;:::;<.>:.:<;:::;<�±!.,.,;;:.;:;«.:i.;:<;::.:»,;:;;: (Ord. 6(1974) _5: Ord. 8(1973) Art. 13, Ch. 2(part).} � 1$,42.05Q - Permitted Uses. The fallowing uses shall be permitted in the SDD No. 2 district: A. A maximum of one hundred twenty-nine dwelling units; � B. A majcimum of six dwelling units to �ouse or�site management parsonnel. (Ord. 6(i974) _6: Ord. 8{1973) Art. 13, Ch. 2(part}.) 18.42.Ofi0 - ConditiaRal Uses, The following condiUonal uses shall be permitted in the SDD No. 2 district� subject #o issuance of a conditiona� use �ermit in accordance with the pro�isions of Chapter 18.60: I A. Private clubs and civic, cc�ltura! and fratemai organizations; B. Ski lifts and tows; C. Public buildings, grounds and fac+l�ties; I D. Pub�ic park and recreational facilities. (Ord. 6(1974) _7: Ord. $(1973} Art. 13, Ch. 2{part).) E. Major arcade, so long as it does not have any exterior frontage on any pubiic way, street, I walkway, or ma�l area. (Ord 6(f 982). 18.42,070 - Accessory Uses. I Tt�e faiiow�ng accessory uses shall be permitted i� #he SDD No. 2 district: A. Private underground garages.swimming pools,patios,or►ecreational facilities customarily i incidental to permitted residential uses; � B. Meeting room and ancillary facilities nat to excee� mree thousand square feet of tloor area; ' 4 � � C. Home occupations, subject to issuance of a home occupa6on perm�t in ac;cordance with the provisions of Sections 18.58.130 through 1$.56.i90; D. Other uses customarily incidental and accessory to permitted or conditional uses, and necessary for the a�eration thereof. (Ord. 6(i974) _S: Ord. S(1973) Art. 13, Ch. 2{part).) , E. Minor arcade. {Ord. 6(1982}.) 18.42.Q80 - Lot Area and Site Dimensions , Special district 2 shall consist of finro development areas totalling 7.643 acres as specified in Section 18.42.Q20. (Ord. 6(1974)_ 9(A}: Ord. S(1973� Art. 13, Ch. 2(part}.) I 18.42.090 - Setbacks The required setbacks shall be as indicated in #he development pfan, being a minimum of ten feet. (Ord. 6(1974) _9(B): 4rd. 8(1973) Art. 13, Ch. 2(part).) I 18.42.100 - Distar�ce Between Bui�dings. The minimum distances between al! s�ructures shall be as indicated in the develapment I plan, being a minimum of thirty #eet. (Ord. 6t1974� _9(C): Ord. 8(1973) Art. 13, Ch. 2(part).) 18.42.110 - Height. I The maximum height of buildings shall be forty-five feet. (Ord. 6(1974) _ 9(D): Ord. 8(1973) Art. 13, Ch. 2(part}.) I 18.42.124 - Density. Thg combined gross residentiat floor area (GRFA} of a�l buildings constructed in specia! � district 2 shall not exceed one hundred seventy-five thousand square feet. (Ord. 6(1974)_9�E): � Ord. 8(�973) Art. i 3. Ch. 2{part).) 18.42.130 - Building Bulk. The max�mum le►�gth oi ar�y wall of a building fac�shali be one hundred seventy-five feet with a minimum offset of seven and one-half feet for every eighty feet of wail length; and the 5 � � maximum distance in the same plane beiween any two comers of a building shall be two hundred twenty-ftve feet. {Ord. fi{1974) _9(F): Ord. 8(1973� Art. 13, Ct�. 2(part).) 18.�2.��40 - Coverage. Not more than fin+enty-five percent of the total site area may be covered by buiidings. (Ord. fi(1974) _9(G): Ord. 8�1973) Art. 13, Ch. 2(part}.) 18.42.150 - Open Space. A. Useable open space for dweiiing units shall be required as indicated in the development plan, bctt in no case s�all the useable open space requirements be less than as follows: 1. A minimum of ane square �oot of useable open space fo� each faur feet of gross residential floor area; 2. Not iess tt�an one hundred fifty square feet af Useable open space shall be provided for each dwelling unit. B. Useable open space may be common space accessible to more than one dwelling unit, or pri�ate space accessible to separate dwelling uni#s, or a combination thereof. At least fifty percent of the required useable open space shall be provided at gra�nd level, exclusive of reyuired front setbacfc areas. C. At Eeast seventy-�ive percent of the required ground-levei us�able operr space shall be common space. The minimum dimension of any area qualifying as ground level useable open space shall be ten feet. D. Not more than fifry percent of the usea�le open space r�uirement may be satisfied by balconies or roof decks. The minimum dimension of any area qualifying as non-ground- level useable open space shall be five feet, and any such area shall contain at least fifty square feet. (Qrd. 6(1974) _9(H): Ord. 8(1973) Art. 13, CF�. 2(part)•� i B.42.160 - Landscaping and Site Devetopment. A. At least sixty percent of the tot�l site area shall be landscaped as provided in the development �lan. B. Within any area exempted from onsite parking andlor loading requirements, property owners or appiicants shall be required to contribute to the town parking fund, established fi # +� by this sectior� for the pe�rpose of ineet�ng the demand and rsquirements for vehicle parking. At such time as any property owner or other applicant proposes to develop or � redevelop a parcel o#property within art exempt area wt�ich w4uld require parking and/or loading areas,the awner or applicant shall pay to the town the parking fee required in this � section prior to the issuance of a building permit For said cievelopment or redevelopment. 1. The parking fund es#ablished in this section shall receive and disburse funds for , the purpose of conducting parking studies or e�aluations, construction of parking � facilities, #he maintenance of parlvr�g facilities, the paymen# ot bonds or other indebtedness for parking facilities, and administrative services relating to parking. �� 2. The parking fee to be paid by any owner or applicant shall be determirted by the town co�ncil; provided in no evgnt shall it be less than one thousand dollars per , space, and in addition, that owners or appl�ca�ts similarly si#uated shaff be treated I equally. If arty payor's funds �re not used by the town for one af the purposes specified in subdivision within five years from the date of payment, the unused I partion of the funds shall t�e retumed ta the payor upon his applicatior�. 3. In accounting for the funds expended from the parking fund, the fina�ce department shall use a �irst inlfirst out ruls. I 4. If any parking funds have been paid in accordan� with this section artid if , subsequent thereto a special or general impro�ement ciistrict is formed and �I assessments levied for the purpose of paying for parkir� impro�ements,the payor shafl be credited against the assessment with the amount previously paid. (Ord. 13(1978j _4; Ord. 6(i 974� _9{I); Ord 8(1973� Arf. 13. Ch. 2(partj.j I 18.42.170 - Parking and Loading �I A. The quantity of vff-street p�rkir�g and foading facilities shal! be pravided in accordance with Chapter i 8.52. B. At least eighty-five percent of the required parking shall be iacated within the main bui�ding � or buiidings, or benea�h accessory decks, teRaces, or plazas, and shall be completely enclosed and screened from view; and provided,further, that no required parking shall be exposed surface pa+�cing uNess such is necessary and approval there�or is obtained from the planning commission. 7 � � C. No parking or loading area shall be located in a�ay req�ired front setback area. (Ord. 6(1974) _ 9{J); Qrd. 6(1973) Art. 13, Ch. 2�part).) Section 2 If any part, section, subsection, sentsnce, clause or phrase of this ordinance is for any reason �held to be invalid, such decision shal� not effect the validity o# the remaining portions of this ordinance; and the Town Cou�cil hereby dec6ares it would have passe�l this ordinar�ce, and each part, section, subsection, sentence, clause or phrase thereof, regard�ess of the fact that a�y one or more parts, sectians„ subsectior�s, sentences, clauses or phrases be declared invalid. Section 3 The Town Council hereby finds, determines and declares that this ardinance is necessary and proper for the health, safety and welfare of the Town of Vail and the inhabitants thereof. Sec#ion 4 The repeaf ar the repeaf and reenactment af any provisian of the Vail Municipal Code as provided in this ordinance shall not affect any right vuhich has accrued, any duty kmposed, any violation that occurred prior to the effective date hereof, any prosecution commenced, nor any other action or proceeding as cammenced under of by virtue of the provision repealed or repealed and reenacted. The repeal of any provision hereby shall not revive any provision or any ordinance �areviously repealed Qr superseded unless expressly stated herein. SECTION 5 All bylaws, orders, resolutions and ordinances, or parts thereof, inconsistent herewith are repealed to the extent only of suc'� inconsistency. This repealer shall not be construed to revise any by�aw, order, resolution or ordinance, or part thereof, theretofore r�epealed. 8 ! !� � � INTRODUCED, READ ON FIRST READING, APPROVED AND ORDERED PUBLISHED I ONCE IN FULL, this day of . 1991. A public hearing shall be heid hereon on the day of , i9S1, at the regutar meeting af the Town Council af t�e Town af Yail. Colorado, in the Muniapal Building of the Town. I Kent R. Rose, Mayor ATTEST: Pamela A. Brandmeyer� Town Clerk READ AND APPRQVED ON SECOND REA�ING AND ORDERED PUBLISHED tttis day of , 1991. Kent R. Rose, Mayor ' ATTEST: i Pamela A. Brandmeyer, Tawn Clerk � I I 9 � �I � s � I� E �� _ .�, �owr� ofi uai �' 75 south frontage rosd office of community developmeM vail,colprado 81657 (303)479�2138 (303)479-2139 August 6, 1991 Rabert Galvin 1303 East Algonquin Road � Schaumburg, Illinois 60196 RE: Pinos del Nort€ Dear Mr . Ga].vin : � understand you are interested in development in the "East Village" area of Vai1 . I want to let you know that Pinos del Norte is requesting a Specia� Development Di.strict Amendment in order to construct a launge to be located on the north side of the bui�ding. � Th,�s request will be reivewed by the Planning and Environrr�ental Commission (PEC) on d�7onday, August 12, 1991 . If you would like more information, please call me at (303) 479-2138 . ' Sincerely, ��`�� Andy�Kn� ud�s n ` v I Town P�1an�er t. AK/lyd • � e .�.- -� .� �� . I I ' , � '� / . � -,r �. r ��L� _j �,U-Yy�� f�'7'ZCC<��r�x_�,t�C Z'� ,��-t<. "2 _��''_ �.: �.C �� - �� - �� PUSLIC NOTIGE NOTICE IS HEREBY GIVEN that the Planning and Environmenta� Commission of the To�rn of Vail will hold a public hearing in accordance with Section 1B . 66 . 060 of the Municipal Cod� of the Tawn of Vail on August 12, 1991 at 2 : 00 p.m. in the Town af Vail Municipal Building. Consideration of: 1 . A request to amend the conditions of approval for Phases II and III of Vail Point reYating to revegetation of foundations, 1$81 Lions Ridge Loop. Appiicant : Steve Gensler/Vail Point Condominium Associatian 2 . A request fpr a major amendment to Special Deuelopment Di.strict �10 . 4, Cascade Village, to change the conditions for develogment for Area D, Phase IA, Glen Lyan Office Building. Applicant : Calumet Federal Savings & �oan Association of . Chicago/Pierce, Segerberg, 5paeh � 3 , Review of a staff approval of a rninor amendment to 5pecial Development District No . 22, Garden of the Gods, Lot K, Block 5A, Vail Village 5th Filing/365 Vail Valley Drive . Applicant : Margaret Hill Marita� Trust 4 . A request to amend a development plan approved by Eagle County for Phase III of the Spruee Creek Townhouses, 175p S . Frontage Road West/Spruce Creek Townhouses at vail . Applicant : Michael Lauterbach/Carl Dietz 5 . A request to amend Section 18 .58 , 020 - Fences, Hedges, Walls and Screening of the Town of Vail Zoning Code Supplemental Regulations regarding enforcement of covenants restricting fence heights . Applicant : Town of Vail 5 . A request for a wQrksession to rezone property from Primary/Secondary to Low Density Multiple Family, generally located at 2239 Chamonix Lane, more particularly described as : Parcel A: A tract of land eontaining one acre, �ore or less, lacated in the South 1/2 of the South East 1/4 of Section 11, Township 5 South, Range 81 West of the Sixth Principal Merida�an, more garticularly described as fo�lows : , Beginning at the NE corner of the SW 1/9 of the SE 1/4 of said Section 11; thence westerly alang the norther�y line of said Sw 1/4 of the SE 1/4 bearing south 86 20' W a distance of 157 . $a ft . to a paint ; Thence southerly along a line 167 . 80 ft . distant from and parallel to the east line of said SW 1/4 of the SE 1/9, a distance of 200 . 00 ft . to a point : �.< <� , - ..�� r'3 � � . i • . Thence easterly a distance of 167.80 ft. along a line 240 .00 ft . distant from �nd parallel to the r�orth line of said SW 1/4 of the SE 1/9 ta a point on its east line; Thence easterly on a line parall�l to the north line of the SW 1/4 of the SE 1/4 of Section 11, a distance of 50 . 9� ft . to a point : Thence northerly and paral�e� with the west line of the east 1./2 of the SE 1/4 of said Sectian �1, a distance �f 20ti .00 ft. to the point of intersection va�th the extension of the north line of the SW 1/4 of the SE 1/4 0€ said Section 1�.; Thence westerly on a deflective angle left of 95 21' 00" along the extension of the north line of the SW 1i9 of the SE 1l�1 of said Section 11, a distance a� 50 .95 ft. to the NE , corner of the SW 1/9 0� the SE 1f4 of Section 11, being the point of heginning. Parcel B: Tract A, Vail Heights Fi.ling No. 1, according to " the recorded plat thereof. Applicant : Erich and L�].y Schmetzko 7 . A request fo� a front setback variance for the Tupy Residence, Lot 33, Buffehr Creek Resubdivisian/1901 Chamonix Lane. Applicant : Leon Tupy � 8 . A reque5t for a major amendment to Special Development District No. 2, Pinos del Norte, Building C, Northwoods Condominiums/60Q Vail Valley Driv�. Applicant : Pznvs del Norte Condominium Associa�ion 9. A request to amend Chapter 18 . 04 of the Municipa� Code - Definitions; to add a new d�finitian for employee housing ' unit, and a new definition for bathroom. Applicant : Tawn of Vaa.l ].0 . A request to am�nd Chapters 16 .1Q - Single-Famzly Qistrict, 1$ ,12 - Two-Family Residential District and �6 .13 � Primary/ Secondary Residential District to a11ow emp�oyee hausing units as a Conditianal Use. Applicant. Town of Vai�. 11 . A request to amend Chapters 1B .14 - Residential Clus�er . District, 18 .16 - Law Density Multiple Family District, ` 18 .18 - Medium Densi�y Multiple Fama.ly District, 18 .2D - High Density Mulitp3e Family District, 18 .22 - Public Accommodation District, 18 .24 - Cr�mmercial Core 1 District, 18 .26 - Commercial Core 2 District, 18 .27 - Commerciai Gore 3 District, �8 .28 - Commercaal Service Center District, 18 .29 - Arterial Business District, 1& . 39 - Parking, 1B .36 - Public Use District, and 18 .39 - Ski BaseiRecreat�on District; to allow employee housing units as a Conditional Use. Applicant : Town of Vail � � � � � 12 . A request to amend Chapter 18 .58 of the Municipal Cade - Supplemental Regulations to provide specific development/ zoning standards for employee housing units. Applicant : Town of Vail 13. A request for a conditional use permit for an outdoor dining deck at the Siamese Orchid, Vail Gateway Plaza, 12 South Frontage Road/Lot N, Hlvck 5D, Vail Village Firs�. Filing. Applicant : Cha� Kulvet/Siamese �rchid, Ltd. ' 19 . Any items tabled from the July 22, 1991 PEC meeting agenda. The applicat�.ons and in�or�ation about the proposals are available for public review in the Comatunity Development Department office. Town af Vail i Conununity Development I3epartment Pub�ished in the Vai1 Trail an Ju1y 26, 199� . I i i � � • F�� cQp� • PLANNiNG AND ENVIRONMENTAL COMMISSI�ON July S, 1991 Present Staff Chuck Cnst Kristan PriCz Diana Donovan Mi1ce Mollica Connie Knight Jill Kammerer Ludwig Kura A.ndy Knudtsen Kathy Langenwalter Shelly Mello Jim Shearer Betsy Rosolaek Gena Whitten Amber Blecker The rneeting was called to order by Chairperson Diana Donovan. l. A request for front setback and densitv variances for the Dick Residence, Unit 2, Tract A, Bi�harn Tawnhouses/4708 Meadow Drive, #2A. Avplicant: Carol Dick Pla�ner: Jill Kammerer Jill Kammerer made the presentation. Sid Schultz, representing the applieant, showed a new landscape plan the applicant preferred vver what was presented in the staff inemo. Sid Sclhultz said the applicant agreed to pave the driveway. Kathy Langenwalter suggested the dumpster be huilt into the hillside. Jim Shearer preferred to see the dumpster at the southern end of t�e access easement. Chuck Crist did not have a problem with the applicant's plan, but said the dump�;ter shouId be placed as far down an the road as possible away from Meadow Drive. Diana Donovan stated she also wanted to see the dumpster as far south as possi'��e. If passible, the owner should berm around the dumpster to screen it. She felt that three aspens generally provided more screening than the praposed landscape plan. I Connie I�night said sne wovld like to see the aspens in the landscape plan. Kathy preferred the shrubbery for the color. Ludwig Kurz did not have a preference on the landscaping. Diana suggested the pavement be narrow�ed in the drive if possibte. A motion was made by Kathy Langenwalter to approve the request per the staff inerno, and cited the findings that no special privilege was b�ing granted, anc� the request camplied with B(1), B(2) and B(3)(a), (b) and (c) of the memo. The conditions of approval stated that the applicant shall install the submitted landscape plan, inciuding one crab tree, nine potentilla, 1 � • Y� �� • � five currents and six mugo pines. Applicant shali eantribute 1/2 of the cost to screen the existing dumpster. The dumpster shall be moved to the south end of tt�e property as much as possible; location and screening must be reviewed and approved by the DRB. Appl�cant shall pave the entire access easement between Units 2 and 4 on Tract A. If possible, the paving area should be narrowed. In addition, landscaping should be placed in the area where the paving has been removed Jim Shea�rer seconded the madon. It was appraved 7-0. 2. A requ�st for a densitv variance for the Bernardo Residence, Unit 4, Tract B, Bi�horn Townhouses/4718 Meadaw I?rive, #4�. A,p.plicant: Bill �ernard� Planner: Mike Mollica The presentarion was r�ade by Mike Mollica. A mvtion was made by Kathy Langenwalter to approve che request. Findings A, B, C(1, 2 and 3) were cited per the staff inemo with the two condirions of apprbval as stated in the memQ, wi[h the follorving modifications: Applicant shall conu�i.bute 1/2 of the cost to screen the existing dumpster. The dumpster shall be moved to the south end of the property as much as possible; locatio�r and screening must be reviewed and approved by the DRB. Applicant shall pave the entire access easement between Units 2 and 4 on Tract A. If possible, the paving area should be narrowed. In addition, landscaping should be placed in the a�rea where the paving has be�n removed. Chuc� Crist seconded the rnotion. It vvas unanimous�y approved, 7-0 3. A reQuest for hei�ht, varkin� and density varianees for the Sannenalp, Part of Lots K ana L, Block 5-E, Vail Villa�e First Filinal'20 Vail Road. Applicant: Sonnenalp Properties Planner: Andy Knudtsen Aa�dy Knudtsen presented the staff inemo azid the proposal. Qaestions fram the Commissioners abaut parking, landscaping and access paints were addressed with a modeP provided by the applic�nt. Ken Q'Brien indicated there wauld be no need for fire access to the bui�ding, as an intemal fire system would be installed. The Fire Depanment had approved this pian. Sta#'f recommended appraval af the requests, with che conditior�s listed in the staff inemo. After a presentation of slides by Ken O'Brien, Jay Peterson explained the proposal further. The Sonnenalp was proposing to add 10 large raoms, though only 2 people would be staying in each room. Most all of the other moms wauld be enlarged, cavsing an increase in the parking requirement. Accessory (restaurant) square faotage wouid also be increased, thaugh only about 20 seats would be added. Spa area was aiso proposed for an increase. Much of the proposed expansion to the common areas was to be located underground. Jay 2 t �.. - � � proceed frorn there. She believed ihat gave him more options, as he could have more time to reflect on the course af action he wished to take, and could still table or withdraw �iis � applicadon at the Council level. Kathy added that if Mr. S��piro ended up returning with a variance request, it was still possible the c�ectermination of the PEC could be called up for review by the Co�ncil. If Ivir. � Shapiro procesdcd with a recommendation from the Cornmission at this point, he could at the , minimum receivc input from the Council on their opinions. After Mr, Shapu� stated he would likc to neceive a recocnmendation fram the Planning and Envux�nmental Commission on the SDD, and proceed ta Council, Kathy Langenwalter moved , to recommend denial to the Council of the request €ar the establishment of a Special Development District for an unplatted parcel tocated in a part o� the SE 1/4 of the SE 1/4 of ' Section l, Township � South, Range S1 West, 6th Prime Meridian, generally located north af Sandstone Drive and west of Pvtato Patch Drive, basec� an the finding that the Special , Development District did not further the overall communiry goals of the Comprehensive Plan . or the Special Development District objectives. She further maved that the Commission's comrnents on the Special Development District be included with the recommendaCion. ' Ludwig Kurz seconded the motion. It was unanimously aggmved, 7-0. 5. A uest for a worksession on wal� hei hts at the E.B. Chester Residence Lot 19 Block 1. Vail_Villa�e First Filin�/395 Mill C:re�k CircIe. Avplicant: E.B. Chester � w I planner: Kristan Pritz Kristan Pritz explained the reason this worksession had been calted was to get the Pla.nning ' and Environmental Commission's opinion on the retaining wall height exceedence. ]ay Peterson, applicant's representative, presented the applicant's position an the optians available , to rectify the situation. Mr. Grant Williams, a neighbor of th� Chesters, argued that the subdivision covenants did not allow for fences, and that the Town 7.oning Caie upheld the covenants. The issue was left undecided, with the question to be researched by Iarry Eskwith, Town � Attomey. The PEC stated their desire to see the fence meet the heights required by the code. M�st members felt some flexibility may be warranted concerning the height of the wall in the � parking area on the sontEiwest corner of the pmperty. 15 • 1 i ! 6. A request for a worksession for a maior amendment to Special Development District No. 2 Pinos del Norte, Buildin� C, Northwoods Candominiumsf�00 Vail Vall� Drive. Apnlicant: Pinos del Norte Condomininm Association Flanner: Andv Knudtsen Andy Knudtsen presented the plans. The reasan this was being brought as a major amendrr�ent was that the propasal would increase ihe building footprint by more ihan S feet. One issue staff wanted the PEC to consider was the alignment af the sidewalk. Diana Donovan said the sidewalk was important, and that a bike path behind the property was not reasonable. She said the overall plan lookeci good, but would like more landscaping araund the base of the addition. Kathy Langenwalter was nat concemed with the addition as it could not be seen from Manor Vail. She request�ed that any trees impacted be transplanted to another locatian. Gena Whitten agreed, stating as many trees as gossible shQUld be saved. She also agreed that placement Qf the bike path along th� rear of the property was not reasonable. Diana asked for the Corrimissic�n's opinion concerning the priority of bike path construction. �he consensus of the PEC was they wouid prefer to see a path along Vai1 Valley Drive instead of East Vail. Chuck Crist concluded the worksession by requesting that as many trees as possible shouid be replanted, ar3d that landscaping was the key issue for this proj�ct. 7. A re�uest for a worksessian for a Special Develo�ment District for Parcel �, Lionsrid�e Filin� #2, commanly known as Bnar Patch. Applicant: LST Praverties Planner. Shelly Mello 8. A request for a site covera�e variance for the Rothbart Residence, Lot 12, Block A, Vail Das Schor�e First Filin 2349 Channonix Drive. Applicant: Garv Rothbart Planner: 3ill Kammerer 9. A request for a minor exterior alteration, and a site covera�e variance for Suver Star Studios Gorsuch Clock Tower Buildin Lots C D and E Block 5 Vail Villa e First Filin�J2G3 East Gore Creek Dzive. Applicant: Paul Golden Planner: Ji�l Kammerer 16 • �� • � � IL � C� P � � � ,� ,�; 10W� Of Y�1 75 south frontage road oftice of community development vafl,cdorado Bifi57 (303)479-2138 (303�47�2139 Jufy 11, 1991 Mr. Kurt Segerburg Pierce, Segerburg & Spash Architects 100Q S. Frontage Road Vail, CO 81657 Re: Pinos del Norte MaJvr �DD Amendment Dear Kurt: I believe the Plannir�g and Environmental Commission discussion abaut the proposed Pinos del Norte expansion was generaify positive. I think the 7own is enthusiastic about the proposed sid�walk that is include�i vvith the proposal. Below is a list of the concerns the PEC discussed, and as some of these issues involve the Town, I tt�ink it may be best for you, Greg Ha!! and me to meet to decicie who is responsible for generating solutions to these issues. �i'�� 7``�� Yy1 -��1,, �andsca�ing is needed to buffer the addition. Show which trees will be w,��, � removecf, and how many trees will be �lanted around the addition to buffer it. �_ 2; Provide details for the landscaping on the roof of the addition. 3. Discuss o#fier options for the location of this addition, specifically the back side ��'�f�,f�"�'} � of #he site. � �```�`'� '�� 1�� '� ,/4. Any bike path shauld be located afong Vail Val�ey Drive, and not on the hillside south of the homes along Vail Va91ey Drive. ,� � 5. Find out who owns the motor home parked in front af the building, and see if +�� there is a better lacation far it. �`� c �6. Look inta the possibility ot the Town constru�cting a bike pat� from the west edge of th� Pinos d�l Nvrte property to t�e Village. � � � Mr. Kurt Segerburg Jufy 11, 1991 Page 2 � , � , z � �,. �,.�.k . 7. Look at the west side of this building to see if the landscaping needs to be „��-�' irr�proved. , 8. Provide a specific design for the sidewalk to be located io� front af the prvject. �:`� �; [n this pian, identify the height, location and materiais tp be used for the h�F� u�;,;� ' retaining wall and walkway. U'-�` � 9. Provide detailed documentation regarding site cove�age. A revision to this section of the SDD regulating site coverage may be necessary, depending on what the research shows. Please call me at your earliest convenience to discuss the schedule of the �roject. The next Planning and Environmental Commission meeting is July 22, 1991. However, I am not sure that resolution to these issues, specifically the sidewalk and the Town's possible construction of additional sidewalk, can be resolved by that time. The next meeting is August 12, 1991, which may or may not work with your time schedule. Please let me know. It is my understandir�g the overall plan is generalfy acce�table, and that all that is left to do is to work out the details of the project. Thank you for your cooperation in this effort. Sincerely, J . � � � `� �%`! � � . � Andy Ki'rddt�'en Town Planner � ��- �ab .,:�=t � � �,�r�'� " !�' � i,�'� � . � ��. �r��d ��` � � � � � 1VIEM()RANDUM TO: Planning and Environmental Commissian FROM: Community Development Departrr�ent DATE: July 8, 1991 SUBJECT: A request for a worksessian for a major amendment to Specia� Develapment District I�o. 2, Pinos d�l Norte, Building C, Northwoods Condominiums/60fl Vail Va�ley Drive Applicant: Pinos deI Norte Candominium Associarion Planner: Andy Knudtsen ::::.::..:.: :.:. ::.. . .:::.:..:..:.: . _ .::.:.� �..:.::.. .......:. ........: . ,,< ...:....... ....:.:...... - -.:.....: ...,:,:. ..,......:::r:..r.:::h>:. ,....:... ..:.,;... �.....,..:.::,:;:�<:.�:<:.. ;. ,_: ...::..:..... ..... T. DESCRIPTIOl� OF THE REQU�ST The Pir�os del Norte Condominium Association plans to build an addition to Buildinb C to accommodate two new uses. The first is an approximate 1,000 sc�. ft. recreatian room. The �l second will be 16 private storage lockers, each approximately 50 sq. ft. in size. The ` recreation room and storage lockers will be used solely by the owners and guests of Pinos del Norte. The addition will be built on the north side of the '��il�ing. Tt will be adj�icent to the existinb under�round parking garage. The east side of the addition will be visible. However, the � grades on the north and west sides will be bermed up to the raof sa that these two elevations will not be visible. The roof will be landscaped with sod. The applicant woutd also iikc tp �; constn2ct an �pproximately 1Q' wide side��valk along Vail Valley Drive, connecting the North�voods driveway entrance �on the east side) with the bike path by the Vail Associates Childrens' Center (on the west side). This request is a major amendment to the Special Development District No. 2, because the addition expands the buiIding fc�otprint by more than 5 feet. The addition will not increase the allowed common area by more than S�I�. 1 � � � II. Z4NTNG CONSIDERATIDNS � Zoning: SDD Na. 2 • Allowed Exisrin Pronosed Total GRFA: 175,000 156,I03 0 15�,103 Common: 61,250 14,000* 2,499.7 17,299.7 (35°l0 of GRFA} Height: 45 feet varies 11.5 Feet 11.5 feet Setbacks: 10 feet for East: 445' East: 445' � alI sides WesE: $' West: 8' North: 14' North: 1�' South: l8Q' South: 180' Site i Coverage: (25% of Iot area) 83,232.3 78,102 2,628.4 80,730.4 * Approximate III. SPECIAL DEVELOPMENT DISTRICT CRI�`ERIA The proposal wil� be evaluatea against the 9 SDD criteria listed be�ow. Staff has listed the criteria for the PEC's information, and will comp�ete an analysis of each i�em for the final public hearing. � A. Design compatibility and sensitivity to #he immediate environment, neighborhood and adjacent grapertees celative to architectu�al design, scale, 6ulk, building height, buffer zones, ictentity, c3�aracter, visual integrity and orientation. B. Uses, actevity and density which provide a rnrnpatible, ef�cient and workable relationship with surrounding uses and activity. C. Compliance with parking and loading requirements as outlined 'en Chapter , 1$.�2. D. Co�farmity with applicable eleme�ts of t�e Vaii Comprehensive Plan, Town policies and Urban Design Plans. 2 I R � �- . � - r ' � .�.2 i Z� , E. Identification and mitigation of natural and/or geologic hazards that affect �--d� t�e praperty on which the special development district is pro�osed. �, � � y � F. Site plan, building design and location and apen space provisions designed � to produce a functional deve�opment responsive and sensitive to natural � _� � I features, vegetation and overal� aesthetic quality of the eommunity. U` � �..., , u G. A circulation system designed for bath vehicles anc! pedestrians addressing � an and off-site traf�c circulation. � � � ,� � H. Functiona[ and aesthetic landscaping and ope� space in order to vptimize " ;� artd preserve �at�ra[ features, recreation, vie��s and functions. ; � ` I. Phasin,� plan or subdivisian plan that widl mair�tain a warkable, functiana� `� and efficient relationship throughout the development of fhe specia[ � � � development district, j . � v � IV. STAFF CONCERNS AIVD ISSUES `� � d �`� � A. The one aspect of the project which staff needs to be resolved is the sidewalk ~; proposed to be built along Vail Valley Drive. It �voutd be constructed from the �� driveway on the east side to the bike path immediately west of the Pinos del ,� � Norte property. The planning staff believes the sidewalk would be a positive • � � cantribution to the area. Same details as to the alignment must be worked out. ``" � Construction of a bike lane for this area is included in the preliminary 19'92 `� CIP bud�et. At this time, the Town has not deterrrazned whether the bike lanes � �v� will be attached to the street, or loeated on Forest Service land south of the `� homes an Vail Valley Drive. Until an alianment for the bike path is �- � � , established, the Town cannot give clear direction to Pinos deI Norte as to the �� ' Iocation of the proposed sidewalk. VVe will continue to work with the ; � ' applicant to resolve those issues so that the walk can be constructed. �, ��' � - .� B. Anocher concern is the slope and retainage in the area of the proposed '�� sidewalk. A detailed survey has been provided, showing the ropo�raphy and ``= ,�' existing retaining wall, However, a solution, inciuding a new retaining wall, - _� has not been identified at this time. '� ' � �� C. At this time, tt�e applicant has agreed to canstruct the waIk accarding ta the standards listed in the Vail Streetscape Plan, specifically the use of concrete � unit pavers. 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FIRE DEfi�?�.F'Th��IJT �t4_'�4I N�j�'F-t� tl'}r __- _� .�. C�`��fi', �-_ _ - '1:��(7'it��l l5. • . �� • � INTER-DEPARTMENTAL REVIEW PROJECT: ► / �'U�' i�J�t �f �"" lJLc�c ,-�k" �S�' I ' DATE SUBMITTEDt DATE QF PUBLFC EARiN '7- �r -9� C�MMENTS NEEDED BY: � BRIEF DESCRIPTION OF THE PROP�SAL: �v i' ll �,• _ �` �,,� / tf,�c.61 ,X.a�^-�-�y� �� '�E �I��, �,�J ,�f ��,� d s a� .�� ' PUBLIC WOR�S Reviewed by: Date: Comments: � ' i I I I r F RE DEPARTME T �' �j�s� Reviewed by: �� `'� Date: Camments: � ��--��/ , � � >�o� I � - �� . �°�•� �� ,� s� �� I �� .2-r�rd,�:� ----� ��.t�-�-��7�--�! � � J� %�'-�-- �' /2��1C c� ,�' Si�1'%� �iii�� ' �G�'C/�/'� � r /�' /�' ,� I I � POLICE DEPARTMENT Reviewed by: Date: Comments: I RECREATI�N DEPARTMENT Reviewed by: Date: Comments: � rev�sed 3/11/91 �'�� ccJ�S �' �"��'c � -� � �/ i � � INTER-D�PARTMENTAL REV�EW � � PRO�ECT• ' �'�� ,'Y�{. �"' Lr�t�c --iz-k �n-�S� �r DATE SUBMI'�'TED: DATE �F PUBLTC EARIN '7- � -`�� _ CO1++�ENTS NEEDED BY: BRIEF DESCRIPTION O�' THE PROPOSAL: L�� .,,� �x��" .�`'�,`"'",� r�i l�f �l�r, G,��1 , f �� S G�' .�en�� .1 PUBLIC W�RI�S Raviewed by: Da�e: Comments: FIRE DEPARTMENT Reviewed by: Date: Comments: POLICE DEPARTMENT Reviewed by: Date: Comments: I RECREATION D�PARTMENT Reviewed by: Date: Comments: revised 3/11J91 � r � .,� l �1 � ,, ,- � C�� v U /�<c �'.' CCa'�S � ✓r'''� c � - c-�� ` /�',�' � , � [ � � �21� ,�- � � �r�-� - �� I PUBLIC NQTICE NOTICE IS HEREBY GIVEN that the Planning and Environmental Commission of th� Town of Vai1 will hold a public hearing in accordance with Section 18 . 66 . 060 of the Municipal Code af �he Town of Vail on July $, 1991 at 2 : 00 p.m. in the Town of Vail Municipa]. Building. Consideration of: 1 . A request for review of the Vaii Streetscape Mast�r Plan for tormal recommendation to the Town Council . The Master Plan addresses the general area from East Lionshead Circle to Ford Park, and includes West Meadow Drive, East Meadow � Drive, Willow Bridge Raad, Gor� Creek Dr�ve, Vail Valley Drive, Bridge Street, and Hanson Ranch Road. Applicant : Town of Vai3. Plann�r: Mike Mallica 2 . An appea� o£ a staff decision concerning a density variance grant�d to Treetops Condominiums, Lot �, Block 1, Vail Lionshead First Filing/452 East Lionshead Circle . Appellant : Treetops Condominium Association Planner: Mike Mollica � 3 . A request for a Special Development Dist�ict for Parcel F, Lionsridge Filing #2, commonly known as Briar Patch. Applicant : LS�' Properti.es Planner : Shelly Me].la I .,.� 9 . A request for a major amendment to Special Bevelopment District Na . 2, Pinas del Norte, Bui�ding C, Northwoods Condominiums/600 Vail Valley Drive . Applicant : Pinos del Norte Condominium Association Planner: Andy Knudtsen 5 . A request tor a density variance for the Bernardo Residence, Unit 4, Tract B, B.ighorn Townhouses/4718 Meadow Drive, #4B. Applicant : Bill Berna�do Planner: Mike Mollica 6 . A requ�st for a site coverage variance for the Rathbart Residence, Lot 1.2, Black A, Vail Das Schane First Filing/2349 Chamonix Drive . ', Applicant : Gary Rothbart Planner : JiII Eiammerer 7 . A request for a worksession on wall heights at the E .B . I Chester Reszdence, Lot 19, Block 1, Vail Village lst Filing/ 395 Mill Cr�ek Circle . Applicant : E.B. Chester Planner: Kristan Pritz �� (p -�Z/�/ � r �, � I • r th . A re uest for front setback and densit variances fo e 8 q Y Dick Residence, Unit 2, Tract A, Bighorn Townhouses/4708 Meadow Drive, #2A. ' Applicant : Carol Dick � Planner: Jill Kammerer 9 . A request for a minor exterior alteration, and a site I coverage variance for Super Star Studios, Gorsuch (Clock Tower) Bui.lding, Lots C, D and E, Black 5, Vail Village First Filing/263 East Gore CrEek Drive . Applicant : Pau� Golden Planner: Jill Ka�tmerer 10 . Any items tabled from the June 24, 1991 PEC mee�ing aqenda . The applications and infa�mat.ian about �the proposals are available far public r�view in the Community Development Department oftice. Town ot Vail Community Development Department Published in the Vail Trail on June 21, 1991 . i • � Northwoods Condominium Assaciati� Ski Club Vail • Manor Vaii Lodge 600 Vail Valley Dr9ve P.O. Box 518 595 Vaif Valley Drive Vail, CO 81657 Vail, CO 81658 Vail, CO 81657 � Tow� of Vail � � � �� ,�- � � � .��,� _ �'' I i �� PUBZIC NOTICE NOTICE IS HEREBY GIVEN that the Planning and Environmental I Commission of the Town af Vai1 will hold a public hearing in accordance with Section 18 . 66 .060 af the Municipal Cade of the Town af Vail on July 8, 1991 at 2 : 00 p.m. in �he Town of Vail , Municipal Building. Consideration of : 1 . A request far review of the Vail StreetsCape Master Plan for I formal recommendation to the Town Council . The Master Plan addresses the general area from East Lionshead Circle to Ford Park, and includes West Meadnw Driv�, East Meadow � Drive, Willow Bridge Road, Gpre Creek Drive, Vail Valley Drive, Bridge Street, and Hanson Ranch Road. Appiicant : Town of Vail Planner: Mike Mallica 2 . An appeal o� a staff decisian concerning a density variance granted to Tteetops Condominiums, Lot 5, Block 1, Vail Lionshead Fi�st Filing/452 East Lionshead Circle. Appellant : Treetops �andomi,niu�n Associatian Planner: Mike Mo�lica 3 . A request for a Special Development District fo.� Parcel F, Lionsridge Filing �2, cammonly known as Briar Patch. Applicant : LST Proper�ies Planner: Shelly Mello ' � 4 . A reques� for a ma�or amendment to Special Development Distric� No . 2, Pinos del Norte, Building C, Northwoods Condominiums/500 Vail Valley Drive. Applicant : Pinos de1 Norte Condominium Association I P 1 anner: Andy Finudt sen 5 . A request for a density variance for the Bernardo Residence, Unit 4, Tract B, Bighorn Townhouses/4718 Meadow Drive, #4B. Applicant : Bill Bernardo P�anner: Mik� Moiiica I 6 . A request for a site coverage variance for the Rothbart Residence, Lot 12, B�ack A, Vail Das Schone First Filing/2349 Chamona.x Drive. � Applicant : Gary Rothbart � Planner : Jill Kammerer 7 . A request for a worksession on wall heights at the E .B. - Chester Residence, Lot 19, Block 1, Vail Village 1st Filing/ 395 MiII Creek Circ12 . Applicant : E.B. Chester , Planner: Kristan Prit2 Town oi Vaif i � r 1 • 8 . A request for front se�back and density variances for the D�ck Residence, Unit 2, Tract A, Bighorn Townhouses/9708 , Meadow Drive, #2A. Applicant : Carol Dick Planner: Jill Kammerer 9 . A request for a minor exterior alteration, and a site covezage variance for Super Star Studios, Gorsuch (Clock � Tower) Building, Lots C, D and E, Block 5, Vail Village First Fi�ing/263 East Gore Cresk Drive . Applicant : Paul Golden Planner : Jill Kammerer 10 . Any items tabled from the June 24, 1991 PEC meeting agenda. The applicatians and information about the proposals are avai�.able for public review in the Community Development Department office . Town of Vail Community Development Department Published in the Vail Trail an June 21, 199i . i � � > ,. ,. ,.,.:,: <x�..,.:,. .* ,:; ..., -. �1/�� :�\.�.vw:..>:: - ti�� '� •: 4+�� -�i-fi � : wr.. .. ..: .:�.:. �.�'�.f�:.en,... . . i �a\lU�v::•...Nin..- �: ..:..!.��h'\�\...'. Y k:t\.�. �.\..... .. .'..n. :...n \��x. J14 Towrv c�F v�rL DEPARTMENT OF C4M1''viIJN�TY DEVELQPMENT SALES ACTION FORM _ : ,. ,, _ _ ACCOL�TNC3. : �TE:1-i � N0. �OST EA. `TOTAL O1 �0000 41330 COM. DEV.APPLICATION F�.ES � a '�� ` ��C`.�C , �� O1 0�0 4154U ZONING AND ADDRESS MAPS $5.0� O1 i0p00 42415 UNIFORM BUIi.DIl�'G C�DE $50.00 fl 1 OQ00 42415 UNIFORM PLUMBING CODE $36.00 O 1 (�00 42415 UNIFQRM MECHAI�IICAL CODE $32.00 O1 04�Q 42415 UNiF'�12M FIFtE�ODE S36.OQ O1 OOOQ 42415 NATIONAL�.ECTRTCAL CODE �30.00 O1 0004 42415 OTHER CODE BOOKS O1 0000 41548 BLUE PRINTS(MYL.ARS} S7.00 Q1 Q000 42412 XEROJf COPIES/STUDIES �0.25 O1 OOOa 42371 PENALTY FE.ES/RE-INSPEC"I'IOI�IS , 01 0000 42322 O�'F HQLIRS INSPECTION FEES � O] d00U 41412 CUNTRACTQRS LICENSES FEES - � O1 (}000 4�330 �'I'I-IER FEES I O] 0000 41413 SIGN A,PPLICA770N FEE � �20•OQ 01 0000 � ,� �; COMi�tENTS. �: ,�;C�� _:�--��J � ��_ �� . _ , � \ � � ,i ` h � � � a w ! � S ' ]a_ - _ __ �_-.._ _ _ _'-- ' - y � -- -.� �_ ' ' ' � - ,__ ' ,�_.. ' I ''' . . _ F . . ._. ._ _ '...._ �� 1 i _ � ' � - .� _" - _ _ ' . ._ ' ' ' a _' _ i _ � "' . . .. _• _F_! i i • - :.�a! _' f � � � ' - :�l,_- _ � Gi�,-_�I_a`J-1��q1 i � � i� -;i��='IfJE�'i� L�E f1E:� _ � `'�i ��; 11 �'.�1,�1 _�� _� _„ ,,_ � _,._ �^�_ �' ._ - - -- - -- - - �. � � � I1A'TE r��'�LICATION I�EC��VED ��'�� ,AP�T�.,�Gt''a'X'�C?t� FOki.t'I �'c7F. �FECIA� DEV�I,,�F�:�N°1.' Y7�SiFi��;T D��1�I13nMEN'i' PT�±:: I �. This prQ��cture a�s r��uired �or ��y �rQject th�t waU7.c� gc� � thrc�ugh the ��-al L��v�la�s�en�. �is�.ra.ct Fx�c�dur�. The appli�a�tiQ� �wil? nc�� lr_e acc��ted until a�X info�snat�o� Ys submitte�. (FLEAS� PRItt`Z' OR �P�� ei horte �:onCamir�ium ASS�Ciation . A. �r''FLY CA�1T M.A,YLZNG A�'DRE.SS_ _ �. �1... �OX �i9 _ .T -- - - -- 475-�747 ti'd�1 , �� ' PI�GNE .��_ ____.� - _._ . _ F�erce, S��e��erg � S�aeh> Arch�tects. P-�• B. F►��LxCA��' S RE�'�.£SEt1�`ATZVF____,�,,,� r �bJC �, F!'�ot,}�gn r�oud Ya�eSt 47f--d433 �'iDDR�aS ----. -.. -- - PHC3N�� . ��.ap��r� aw�r�� inos w�� 'r'�rfi� CaT�dof�1F11Um A�:o�. -- Gar�os Gom�� - 'resident. � 47C-�747 . � OWNER' S BTG��'Y�T�RE ,� ��'��E 1`'1,A:C�SNG AbDic.�SS $��`_69• `'`�� CG F1��& D. LOC�TI�N �� 'r'�r`'FUSAL: STRE:.T p,D�RESS �v01^�i.}11+�1pJV� �Or�Q!71i;iiU11:S - �1CtQ5 �21 Ti01"�� , BU1�d1�� bT �L`JC��„_--,.._S�I�'3�XVx,�XbT�i_�--- ------ �TLING�,..�_---�---w �. �p��zcATZQ� �� x ��f ►��.�� 6 « q c��x ��1�-?D 1,000� �. �, ��st af 4he z�am�s af owners c�� a�� r��xty adaacent to th� �ub�ec� �x��ertiy and ttz�i.� mailing addr�ss�s . � �Z . Fc�u�- (9) �c�p��s af t3�e ��lJ.c�'w�ng xr��Eo��ttation: A. 3��t��.Ied �,ri.�t��,�gza�hi� c��scr��iai3 �f prapo��]. ; 1B. �n en�arcr�m�r,tal imgac� xepc�rt sh�lX b� subm�.�'L'ed � tl�e �r,r•nnrs ��3rri3r�ti �+�r��nr- i„ �r�re`»^rl�rn[".r? Wi'�;h �'h��#;�4?7' X$ . �5 ---� -�----�.�.._- -- -� - -- - i h�rera� ar�J.ess wai�� by S�rtion �� , ��. 03Q, ex�t�pt � proj�ets; ; G. An o��n �p�c=� dz�ri za�zea�:�o��al p��zr► sfs�fi�i�nt tc� meet �.he derjar►c3s generat�d by �kze d�vel�pr�en� wzthout undUe �+urd�n on �vail�b�� r pr�pased �fab�;U �ac.i.�it�es f ,p, ��x��.�g �.c�nta�a�s havin� c=c�n��z� �nt��vals c�f r�cat mor� than fiv� fee� i� th� �ver�qe s7.ope �� th� site i� �wer�ty percen� ax' ;.e��, ar �ai�h ct�t`�t�ur interv�.�s of �c�� a7c� th�n t�t� £�pti if �he average slc�ve a� the :ite zs g��a�.er �han �w�nty perc�n�. E- �,. p�c��s�� site �Ian, at � sc��e no�. �;�al�er �han r�ne �ric�-, eqL�1 s �'if�.y feet, sh�wing tihe �ppr�x�.zn�te �.oca��.s�n� and r�Xr,��ns�ons o� a13 �ua.�.dxngs ant3 structur�s� us�s �he�ei�, an�. a�� prir.cip�l sX�e , de��Iap�cen� f�a�uzes, su�h as �anc3s��p�c� ax��,s, xecz-��.oria�, fa��1 ities, p�d�s��xar► plazas ar�d walkways, �Ervi�ce en�x��s, driveways, ��d �ffwstreet parking ar�d lr�adin� areas witirz �r��c�sed con'�aurs af'�er �+..-,.3..�.� �.-..7 �.�4-.. .�Y�.v..,i ..Y-. ....�1- s - � T07HL F'.�tl 'i� i� '�.,i�F : . . . - . ' . k _ _ . . . . . . � . . . . . � ,. .._. .. .. �... .., Pierce , Se�erber� & S� aeh • Architects • P. C . • A. I. A. The propatied additidn for th� l�orthwQOds compleY BU11C�lI1C� C, P1.I70S G�el NoLte, 1S dIl e�pan5].Ori O� ��'1� }JLiZ�Cilll� common spac� . The 3dC�7��lOT1 shall include a launr�e and bike starage . This s�ace is inyende3 tt� be used solel�r by �lle re�idents of Pii�os del N�rte aild their guests . The adc�ition wilZ be �wned �nd managed ��r the Pinos del Nor�:e Condomin�um Acsociation . T��e �esign intenticn �f the additian i� tp create an u:�derground structure which matctles the detailizZg of the eYisting underground parkiYlg S�I'L1C�UI'�S . The primary mat�chi.ng mat�rial wil.i Le the moss r:�ck w�zich was used an �he facade cf tZ�e �az king ti:t�-ucture . �l�e �ddition wilZ l��ve � sr�d raof and be k�ezm�d anc� laiYdscap�d to reflect the c�ric�inal PUD design inteaiticns . � � �� /1 V r�� \ '� C � � V �� ; '� ` � Mairi Office: 1000 South Frontage Roa�l West • Vail, Colorado £31657 • 303/476-4433 One Tabor �enter • 1200 Seventeentl� Street, Suite 515 • Denver, Colorado $0202 • 3p3/623-33SS � � � % � Pinos del Norte Adjacent P�operty Owners Northwaods Condominium Assaciat�on 600 Vai1 Valley Drive Vail , C� 816�7 Town of Vai1 � 75 S. 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Qo o ._ ¢ � r � z a > m z n n C n � m� �`,^ 7 � � ' m � � v X � m p c7 � y n � > m � � � �m '' d vi � � = C �I T� ti �I � � 2 � '- �c m � z f? L� �- a t� my m f7 G? m'� ' � p� � t�'1 O -�i I �J � O � ^� � � � i �C z m �� .�b 3- � j�C �' � T -� O � � � �,� = O� { T � , �l � ( •em � �, ��7 p I � m o � m A co � mo3 � u' m , C� r. � � �o� � a � � � � K �, � � � � ° "a ? � � �. z �\ wa•� ym � I � p m � � v < a � �' ! � m `�-; D r�.. 10 en,a� 4j I j � 1'J � �1 c7 � � C_ � � �� r � 'r �� .r m � � � �� o� � � �t - r "� � T fD °� c�o ao a : � g� f �' , • ' ;�.1 o � � �, � �E . �,I ) ,. ,n � �, � � " !. r � ,� m n� c� � ^,I� I� � �� :-' I�, , ^ I- ��? � f � = m a 'n. °� . y � y N A ^. I I('.: m� '° a� •" ma I �, � � _ � I I 1 �erce , Segerberg & Spaeh • Architects • P. C . • A. I. A. �° ^' J LJ 1� ' � June 14 . 1990 tr�l�d � ;. i�;�:�J M�ssrs. Gary Mu�rain �nd Dan Stanek Town of Vail Community Development Department 75 South Frontage Road West Vail , CO 81657 RE: Northwoods Building C R�model Dear Gary and Dan: I am writing this letter to infor� the Town of Vail of the verbal agreements which were made between your former building inspector. Jne Norris, and �ave Minick of Minick Construction and myself regarding the building remodel at Northwoods Building C. Joe originally reviewed the plans for the buiiding permit on April 24 . 1990. At that time he considered the building to be R-1 , Type II FR construction. At a subsequent meeting at the job site on May 8, 1990� 3oe revised the build�ng rating to R-1 , Type II 4ne-Hour. This revision occurred after evaluation of the demolished construction which reflected R-1 , Type iI one-hour construction. Dave was thus instructed to match t�►e existing 3eve1 of fire pratective construction throughout. Additionally� the fire retard�d wood construction on the floor of Unit P-5 was allowed instead of steel because it was already in place . Joe stated at that meeting that he wovld send us a letter reflecting these agreements. Neither Dave nor myself have received this letter. Dan. T would also like to paint out the clarification which we agr�ed upon for the windaw heights of the new dormer window in Unit T . From your interpreCation of the Code . that window may be higher than 44 inches because it is above the fourth floar and there are two means of exit from the room. Mnin Offrcc: 10�0 South Fr�tztage 12oad West • Vail, Colaradn l�16i7 • 303/�76--�43;� Post Officc Box 2313 • Beaver Creck, Colarado R1620 • 303/949-6049 One Tah�r Center • 1200 Seventeenth Strect, Suite 515 • Dcnvcr, Cc�lorado 80202 • 303/623-3355 x � , , . Messrs. Gary Murrain and Dan Stanek June 1�. 1990 Fage Two I would appreciate it if sither of you could acknowledge this letter by signing the line helow. � Thank yau for your h�lp in clarifying this matter. � I sincere�y� � • I I I Beth L. Levine I Praject Archite�t I BLL/lrt I I cc: Minick Constructian Campany I I I I ACKN4WLEDGED this date: I I � I By° � I rgr�ature ��- O Date � � , o�, � � � � INSPECT�OI'V R�QUEST� PERMIT IVUMBER OF PROJECT TOWN OF VAIL DATE �"`�� JOB NAME — _ �_ , _ . CALLER —_ _ --<- READY FOR INSPECTION: M�N TPJES WED THUR FRI AM PM LOCA`TION: _ _ BUlLDING: PLUMBING: 0 FOOTINGS / STEEL ❑ UNDERGROUND _ � FOUNDATION / S7EEL ❑ ROUGH / D.W.V. ❑ FRAMING f� ROUGH / WAT�R � RC}OF & SHEE� p GAS PIPIfVG �LYWOOD NAILING — ❑ INSI�LATION fl POOL / H. 7UB ❑ SHEETROCK NAIL I� ❑ __ _ ❑ ❑ FINAL ❑ FINAL ELECTRICAL: MECHANICAL: ❑ TEMP. POWER ❑ NEATING ❑ ROUGH ❑ EXHAUST HOQQS ❑ CO'NI�U6T ❑ SUPPLY AIR ❑ ❑ — - � FINAL ❑ FINAL p APPROVED O DISAPPFiOVED ❑ REINSPECTIpN REQUIREp CORR€CTIONS: _ . . � .. r,�-�, . �. ��,�� J ,� � � .� � �; , e. , � � :,/t 1 �" `�'✓�. i-'} __+,!�-''"�i.�~rl . . �� _. . , ... �N - ' / y, � �/ DATE , � / � '' INSPECTQR � � , --�—� NtiNtSHOP « . \ • � INSPECTIOfV REQIJEST� PERMIT NUMBER OF PROJECT 7QWN OF VAIL DAYE JOB f�AME - ._,�?-:,, `,. - - CA,LLER � �'� READY F�R INSPEC�fON: MC7N TUES WED THUR FRI AM PM LOCATION: _ BUILDING: PLLIMBING: ❑ FOOTINGS / STEEL -" C] UNDERGROUf�D l� FOUNDATION / STEEL ❑ �OUGH / Q.W.V. ❑ FRAMING ❑ ROUGH / WATER _ � ROOF & SHEER � ❑ GA5 PIPING PLYWOOD NAILING - ❑ INSULATION � P�OL / H. TUB � SHEETROCK NAIL ❑ ❑ ❑ ❑ �FINAL ❑ FINAL ELECTRICAL: ME�CHANICAL: 0 TEMP. PQWER ❑ HEATING ❑ ROUGH ❑ �XHAUST FiOC7DS �7 CONDUGT ❑ SUPPLY AIR ❑ _ CJ � FINAL ❑ FINAL _ L APPROVED ❑ DISAPPROVED ❑ REINSP�CTI�N REQL�IR�D CORRECTIONS: , „ � , -� �-+ �� -. ,- �� -- ' ,� � J///�' �//`f-". , .'j . �.� . �_� _ , .. � �.._�.! `V'"'CJL�I''.•�/ ;/�. j f µ�"� I - , _ i _ t . -r � � .. � - ' � f ; , . ",' . . .,�� , ;: a � . _. .� . , - ,_ .., . . ._ .,r_. � - ,.. :�. . .� . / . �� f'.�'-. ; , ._. i .,� . J �f ' � c...`.��. - . . -.. , '� ��- � Pl' ,��` � DATE _ �� t-T T 4 y�� INSPECTOR '� � ` pF.l��!'+NnP . . � � � � � � � � f INSPECTION REQUES'T` PERMIT NUMBER OF PR�JIECT YQWN QF VAIL DATE JOB NAME ---- - ' - y --- CALLER � ' `/r� -- — , _ - .. READY FOR fNSPECTiON: MON TUES WE� THUR FRI AM PM L�CATION: � - _. -- BUILDING: PLUMBING: ❑ FOOTINGS / STEEL Cd UND�RGRQUND ❑ FO�UNDATION l STEEL ❑ ROUGH / D.W.V. �Y�-��=:' ❑ FRAMING _ ❑ ROUGH / WAT�R � � ROOF & SHEER ❑ GAS PIPING PLYWO�OD NAILING ❑ INSUL,a,TION � PdOL / H. TUB ❑ SHE�TROCK NAIL ❑ ❑ _ 0 0 F1NAL ❑ FINAL ELEC'TRICAL: MECHANICAL: ❑ TEMP. POWER _ ❑ HEATING _. ❑ ROU�GH ❑ �XHAUST H�OQS ❑ CONDUIl' ❑ SUPPLY AIR ❑ ❑ _`� ❑ FINAL ❑ FINAL _ C! APPROVED ❑ DISAPPROVED ❑ REINSPEC��ON REQUIREb CORRECTIONS: ! ,_. .. �s" , , , � • . �_� c.� � - � ? n� / __ , ,. .. //' ;: -_` .- DATE _ �� /"�`i� INSPEGTOR �/1;�>°c'',.�•_-�.<" - � r A�- , , ��s�� r ._, � � . i: . - INSPECTIQN REQUEST- PER�vIIT NU�v'IBER OF PROJECT TOWN C7F VAIL � � � � - DATE �, ��_�� — JOB NAME — ��_.r'_� ` _�-� �� '`-� �, � --- � �` -��L��i`��-. CALLER �� r�� i ? `� ; �1 ��.�1`-%Y�� V READY FOR INSPECTION: MON TUES WED THUR FRI`' , ,� ; ` i� AM PM LOCATION: . _ _ � � BUILDING: PLUMBING: � FOOTINGS / STEEL ❑ UNDERGI�OUND _ � FOUNDATION / STEEL ❑ ROUGH / D.W.V. � �FRAMING ❑ ROUGH / WATER __ � RO�F & SHEER ❑ �AS PIPING PLYWOOD NAILING � ❑ INSULATION 0 POOL / H. TUB _ Q SHEETROCK NAIL ❑ ❑ ❑ _ ❑ FMhJAL ❑ FINAL ELECTRICAL: MECHANICAL: ❑ TEMP. PQWER ❑ HEATING ❑ ROUGH � EXHAUST HOObS � CONDUIT � SUPPLY AIR ❑ ❑ ❑ FINAL ❑ FINA�. ❑ APPROV�ED ❑ DISAPPROVED ❑ REINSPECTION REQUIRED CORRECTIOtVS: � _ � -� . � `� J .�-�' y� " � / �,.�C� � ��-�� —�-�1-� � �,' ��' � . , ,, f� � �k ��e, DATE �L�� (` IiVSPECTOR �,�� y � ` � INSPECTI�hI REQUEST� PERMIT NIJMBER OF PROJECT TOWN QF� VAIL DATE � � �` �� JOB NAME —� � �`��_;� �� ,�,, `,� � i � � �� { CALLE�R �._ _ ..� �}� � - �. - -- r--- � READY FOR INSPECTION: MON TUES WED THUR ' FRI AM PM LOCATION: _ . - " - - � --- . � BUILDING: PLUMBING: � FOOTINGS / STEEL ❑ UNbERGROUND T- ❑ FOUNDATION / STEEL ❑ R�UGH / D.W.V. ❑ FRAMING ❑ ROUGH / WATER __ � ROOF & SHEER p GAS PIPI�IG PLYWOOD NAILIh�G O INSULAT40N ❑ POC�L / H. TUB � ❑ SWEETROC�S hJAIL ❑ ❑ ❑ ❑ FINAL ❑ �I�lAL ELECTRICAL: MECHANICAL: ❑ T�.MP. PO1N�R � HEATI�JG ��'i�OUGH _ ❑ EXHAUST HOODS ❑ CONDUIT ❑ SUPPLY AIR ❑ _ ❑ ❑ FINAL ❑ F1NRL , _ ❑ APPRC)VED ❑ dISAPPROVED ❑ RElNSPECTION RE�UIRED CORREGTIONS: � � / � `'�'�� j;;! � � r� �'�" C_ - . � � '��. _� � . `.�"�� f . :�j '`�� -` / '�'.� C. �` ^� � . DATE �--, -� �' �' U INSPECTOFi �='-,�? ��_ � �- �-�. / _ . Pvy[M'SHOP . . � � INSPECTION REQUEST' PERMIT NUMBER OF PROJECT TOWN OF VAIL DATE JOB N,�ME — =.\ ^�' \ �4 -- --- CALLER � '-, � READY FOR �NSPECTION: MQN TUES WED THUR FRI AM 'PM ' LOCATION: -- : � BUILDING: PLUMBING: ❑ FOOTINGS / STEEL ❑ UNDERGRpUND � FOUNDATION / STEEL ❑ ROUGH / D.W.V. ❑ FRAMING ❑ ROUGM / WATEF{ � R�OF & SHEER ❑ GaS PIPING PLYWOOD NAILING ❑ INSULATION ❑ POOL / H. TUB ❑ SHEETRQCK NABL ❑ ❑ ❑ ❑ FINAL T__ ❑ FINAL ELECTRICAL: MECHANICAL: ❑ TEMP. POWER ❑ HEATING ❑ ROUGH O EXHAUST HOODS ❑ C�NDUIT ❑ SUPPL'Y AIR ❑ ❑ ❑ FINAL ❑ FINAL CJ APPROVED ❑ DISAPPROVED ❑ REINS�ECTION R�QUIRED CORRECTIONS: .:=W ,, � `_ � ,�,`�__ y� ... .. ,/� .i� . . �ATE ;"`_S� � / � INSPEC70R '!!'�--�� '"�`�" {�ftIKPSHQP �� —. . `' INSPECTION R�Q�UEST� PERMIT NUMBER OF PROJECT TOW(�f OF VAIL DATE e JOB NAME -- , � �)� � _ _ CALLER READY FOR INSPECTION: MON TL�ES WED THUR FRI _ _ AM PM LOCATION: BUILDING: PLUMf3OMG: ❑ FOOTINCS / STEEL �� ❑ UNDERGROUND ❑ FOUNDATIQN / STEEL � ROUGH / D.W.V. �O FRAMING � ROUGH / WATER . '' ''� � � ROOF & SHEER ❑ GAS PIPING PLYWOOD NAILI�JG ❑ INSULATl4�J ❑ POOL / H. TUB ❑ SHEETROCK �1AIL O ❑ 0 _ ❑ FINAL ❑ FINAL I �LECTRICAL: MECHANICAL: ❑ TEMP. POWEF! _ ❑ HEATIfVG ❑ ROUGH ❑ EXHAUST HOODS ❑ CflNDUIT _ � SUPPLY AIR ❑ ❑ ❑ FINAL ' ❑ FI�AL Q APPROVEQ ❑ DISAPPROVED ❑ REI�iSPECTION REQUIRE[7 CORRECTIONS: �;r ` �'-- ;' 1� �t �r.;_-�—% �{ i �l--� � 6_-f � '�l -- � � � _;� ,.� ., DATE �'�' � INSPECTOR � -�'� �-- PNiilf$NOP � • . . �'_ INSPECTI4N REQUESI~ PERMIT NUMBER OF PROJEGT T�INN OF VAIL � � �� ' � �� ' C?A1�E - t . JOB iVAME _�� -_-�.___.___�� 1:� \'',. �.�... � CALLER ` ,, r , .,,,.._ READY FOR INSPECTION: MON TUES W�D THUR FRI AM ` PM LOCATION: --- �I'�=- _ _�, - eI�ILDING: PLUMBI�IG: ❑ FOOTINGS / SZEEL ❑ UNDERGR�UND _ ❑ FOUNDATION / STEEL C� ROUGH / D.W.V. C7 FRAMING O ROUGH / WATER _ _ � ROOF & SHEER ❑ Gqg PIPING _ PLYWOOD NAILING �� ❑ INSULATION — ❑ POOL / H. TUB ❑ SHEETROGK NAIL ❑ ❑ ❑ ❑ FII�AL ❑ FINA� ELECTRICAL: MECHANICAL: ❑ TEMP. POWER O HEATiNG _ ❑ ROUGH ❑ EXHAUST HQODS ❑ CONDUIT � SUPPLY AIR ❑ � 0 FINAL ' ❑ FINAL _ C9 APPROVED ❑ DISAPPROVED ❑ REINSPECTION REQUIREb CORRE�TIONS: � -. /' ..� _ ' � ��_ DATE .��_� � INS�'ECTOA PR71.�!'�H�..�a � � � � INSPECTION REQUEST• PERMIT NUMBER OF PROJECT TOWN �F VAIL DATE ,JOB NAME —� . � � _ � CALLER READY FOR INSPECTION: MON TUES WED THUR FRI _ AN1 PM LOCATION: _ __ _ BUILDING: PLUMBING: O FOOTINGS / STEEL ❑ UN�ERGROUI`JD O FOUNDATION / STEEL ❑ ROUGH / D.W.V. O FRAMING —_ ❑ ROUGH / WATER � ROOF & SHEER ❑ GAS PIPIf�G PLYWOOD NAILING G] INSULATION ❑ POQL / �-I. TUB � SHEETROCK NAIL ❑ ❑ O -- ❑ FfNAL _ ❑ FINAL ELECTRICAL: M'ECHANICAL: ❑ TEMP. POWER ❑ HEATING ❑ R�OUGH ❑ EXHAUST HOODS __— ❑ C�NDUIT ❑ SUPPLY AIR � � ❑ _ O ❑ FINAL ❑ FINAL � APPRQVED ❑ DISAPPROVED ❑ REINSPECTION REQUIRED /CORRECTIQNS: � ; F ( �;} `�a: �- -, �,. . , � �, ,� __ � i DATE `-f �`�� If�fSPECTOR 'f```�� PNIlSI'SHOP � � " ` INSPECTION REQUEST` PERMIT NUMBER OF PROJECT TOWN C}F VAIL DATE JOB NAME .� ��_ � CALLEFi READY FOR INSPE�TION: MON TUES 1NED THUR FRI `` `•=� `'` AM PM � /� � '�, �J . � �oeATior�: �. '� ; BI�ILDING: PLUMBING: ❑ FQ�TINGS / ST�EL ❑ UNDERGROUND 0 FOUN�ATIQf� / STEEL ❑ ROUGH / D.W.V. ❑ FRANIING ❑ ROUGH / WATER � ROOF & SHEER ❑ �AS PIPING P4�YWOOD NAILINC �I I�ISULATION ❑ PQOL / H. TUB ��S1-HEETROCK NAIL ❑ �� C{ Jc� O ❑ F14'VAL ❑ FIPJAL ELECTRICAL: MECHANICAL: ❑ TEMP. PQWER _ ❑ HEATING _ ❑ ROUGH C] EXHAUST HOODS , ❑ CONDUIT ❑ SUPPLY AIR ❑ ❑ ❑ FINAL ❑ FINAL _` ❑ APRR�VEp O DISAPPRpUED ❑ REINSPECTION REQUIRED �CORRE�TI�NS: � .fl .),.' - . ..._ I �'�' /� �. \ ) � �. -`'��l �-'�/ t�.- , �"' � i �`, � � /� � �' r E,. DATE ;'� �`,�� " SC INSPECTOR ¢ ��+�� ' .� �` �`' IIdSPECTI�ON REQUE��' � PERMIT NUMBER OF PROJE�T TQWN UF VAIL DATE ---- ----�. JOB NAME M_ _.� �,�� ) � 1;� , t� ---_� �. CALL�R ',—--- - ' READY FOR INSPECTION: MON TUES WED TNUR FRI AM PM ; -.___�✓ LOCATION� —_ ._ BUILDING: PLUMBING: ❑ F�OTINGS / STEEL ❑ UNpERGRO�JND ❑ FOUNDATION / STEEL ❑ ROUGH / D.W.V. ❑ FRAMING ❑ ROUGH / WAT�R � ROOF & SHEER ❑ GAS PIPING PLYWOOD NAILING ..,..� -- d INSULATION � � __�.-- �: '`, ❑ P�C7L / H. TUB �p SHEET�iOCK NAIL � � _ �'�'��- - � �,_ � � ; � 0 ❑ ❑ F!I'JAL .._e_ ❑ FINAL ELECYRICAL: MECHANICAL: 0 TEMP. POWER ❑ HEATING ❑ ROUGH ❑ EXHAUST HDODS 0 CONDUIT � SIJPPLY AIR ❑ � 0 FINAL ___ ...___ ❑ FINAL p APPROVED ❑ DISAPPROVED ❑ REINSPECTION REQUIR�b � CORRECTIONS: DATE �f� � C�`o� �� CNSPECTOR %� �+ � _ pairrrsHOv -.-�*- �s. . . -� : \ , ,_ • • ' P INSPECTION REQUEST` PERMIT NUMBER OF PROJECT TQWN C�F VAIL DATE JOB NAME _ . .� '� ?; `._ � �:, . CALLER _ READY FOR INSPECTION: MON T'UES WED THUR FRI AM PM i � LOCATVON: -_- —- BUILDING: PLUIIABING: 0 FOOTINGS / STEEL ❑ UNDERGROUND �_ _ I — C7 FOUNDATION / STEEL ❑ R�UGH / D.W.V. I ❑ FRAMING ❑ RQUGH / WATER � � ROOF & SHEER ___ ❑ �AS PIPING PLYWOOD NAILING I ❑ INSULATION � POOL 1 H. 7U6 I � SHE�TROCK f�AIL ❑ � ❑ I ❑ FINAL ___ ❑ FINAL __ _— ELECTRICAL: MECHANICAL: ❑ TEMP. POWER ____. ❑ �iEATING C� ROUGH ❑ EXHAUST HOODS , b CONDUIT ❑ SUPPLY AIR I ❑ O ❑ FINAL ❑ FINAL I O APPFiOVED ❑ DISAPPROVED Q REINSPECTION REQ�JIR�D CORRECTiO�JS: — - 4 � �i I y II I I I I DATE �- INSPECTOR '� >� ?�� _ RIiNI'SHOP c�nroe Engineering Consuttants onTe f _ ; _ � B No � , .e �� , �-�. ' ��--�`-�'= ; ..- f'0. BOx ISy7 PROJECT 48 E Beaver Creek Blvd.. i1307 � � , � � . _ �,.,, r�-.'-,�err� st �:�(± 303-94?.7�b8 �`�' L".I,';. _ � �.� --� i .,SK, <,� � LOCATIQN � 1` � ��J . i r - Gk�NTRpCTOR ��,,..�.� OWNER ` � t �' To �� `�.1.� ,. �_�_ii,��i:�l� �.J .. �--��-IL; 1 � ' �-x ` � `I__^ (`� WEATHER TEMP. Oat AM ' �� )�i--�J I-�, V�� t��_ -_ - - a at PM , I � PRESEfJT AT SITE - - � � - s ��'.s THE FOLLOWING WAS NOTED: ' '� �-;�„ `�; U i..:ti L_..�_ -�s--��-:� �i �I'�-� i l��►-; � t�� 'V C.�,_J I i�,tl (� i�}�, i �� -�._r� � ' ' ' ' j 1 - }}�. _ �1 �. _ I�' Qj�-� '� �t � �+ '�Ir+."��b )�� I �� l �' �� !.,.-�J 1�i� � i X�`P ��f �� _ �'S-_��J �� -� P�1� 1 � _ Y , l ,- r _. _. i ��y.—. i `� le,�J�i� � L � ' �� .. �"� � _ ��—j_ ��"—�-�./��,��..> _ � I.i (1-!�. �l- >I , , �,��`��= `=-�l�t.-� ��r� NA� �-� �-k�.. G�i )�L� -'�..� 1'��-�V � ;r: ' y 'a i }.:� �;�..�, `; . ., � � ;L-. �1.�...% ;� E �.a' 4 r,, j„ �:;t`i�_� ��.��'�`+'�: X � � ��-< -� ' i _-� � i� � � � r - �, f� 1�`_ )I _, � ' �" I'� � �,�4 �}t � � t��, t �� l. P `°i _ :`� .� �!�' (�.,� i`L � � ;4_ �.. i,1 � I 'J ?�- �.t��'��;�� -'�:�s.� . �t� �k-1-'��L. 1� �=-H �:�;I- I�-;� �� 1�.�. �-IC��, ��3t��j �Z�iY i�=�, '� ,� C�I ,� ; i� �� 7 �� - ; � '}-�� --.� �' :w ;1 r � l- �' � � �� r{,r�.:_ ,',�+ ��'� f� i � � `��: - -- (I � ,.-� +-- ..:� ' i� ' :'t ;;� � �f i r t. � � i �. � � I�, ;-,�j , , �. -.� � � �-�f.:�� _';: �,i � i�- �� -�;T � �-'� ��-.�1 �j � _� '�'r.i�: � + (`�� > -: - - ��-%�� i --i ��'� ti �1.,��i ��'C_ , �s- �r-i '� �i Ii,-. ,,�.. C�,�1 I 1- a:.�; -! i��f �;; '`t,.� �'�."�� U,.�l'�..,':;�,�1�..� - ��ic''�-� C�..) �� -i ra�L\.�� .� , ...t .� �-�I :'E � E�i i i�: �1 :��,��.. ;�._.� ! �� ",.�I �> �il=�� C.��;-��-��L.�- (��''+� . , r � ;� .�1. ,�.t"• `(j, _� lrj,^• ;. . � �, y�i, - :�t'-".�p- ..�i� '6;•--'�'-?'�-'?, <�' _ ! C� � l�� ^ r � � r��uj ••�/sr I`�. 1 � �' y M •'�r�+ r*a -i t.`�- .4 %- +��'_ -C:` 'tii ..' �r. `��1 L:�y'�'`a - `,��t��y�� (:OP1ES TO ��J�D C��O C�� L�� C� V�. �i�L�`1f L. 1..��n� SIGIVED � � ` � INSPECTION REQUES�� ERMIT NUMBER OF PROJECT TOWN OF VAfL DATE JOB NAME __ .� i 1�-_ ' 'v '' 1 . CALLER '� � ._ READY FOR INSPECTf�N: MON TUES WtED 'THUR FRI !F�. PM LOGAT10�4: __-_ _ - BUILDMNG: PLUMBING: ❑ FOOTINGS / STEEL � ❑ UNDERGROUND ❑ F�UNDATI�N / STEEL � ROUGH / D.W.V. _ ❑ FRAMING � ROUGH / WATER � ROOF & SHEEFt ❑ GAS PIPING ____ �PLYWOOD NAILI�JG ��I 4NSULATION __ _ - - __ - � PdOL /'H. TUB _ ❑ SHEETROC� NAIL � "�T ��,,��''�""`-- � I� ❑ 0 _ � FiNAL O FINAL _ ELECTRICAL: MECHANICAL: ❑ TEMP. POWER ❑ HEATING ❑ ROUGH � ❑ EXHAUST HOODS � ❑ CONpUIT _ ❑ SUPPLY AIR ❑ ❑ ❑ FINAL ❑ FINAL .__._ `0 APPROVED ❑ DISAPPROVED � REINSPECT90N REQUIRED CORRECTIDNS: � f t r� �� . . ,� � '� ' ;� . __�- �-� L' _ , s -�� f. � / y,''`%�E/��-L �_ _"�` . '�v �_ � ��. v�;/ r „l 7 55r f DATE �� -� °�- � �� INSPECTOR ��,�'.1� r-�� ' r .�''� AIIMSHdP � - � • � � �, , � INSPECTION REC�U�ST� PERMIT NUMBER OF PROJEGT TOWN.,;C�,F''°�VAIL � �,.� '� � - �, _, . DATE ,,` ,—1. �-_ _�- JOB NAME _ � : `r__ `L `�i� �\>>.�`�: , �:{ � �r,�,r�. ',� , . CALLER __ .._ ' , READY FOR INSPECTION: MON TU�S WED THUR FRI AM �M LOGATION: ' _ BUILDING: PLUMBING: 0 FO(�TINGS 1 STEEL ❑ UNDERGROUND ❑ FOUNDATION / STEEL ❑ ROUGH / D.W.V. __ 7 �RAMING ❑ ROUGH / WATER � ROOF & SHEER ❑ GAS PIPING PLYWOOD �JAILING ❑ INSULATION ❑ POOL / H. TUB � SHEETR�CK NAIL ❑ __ J� � ❑ FINAL � FINAL _ ELECTRICAL: MECHANICAL: ❑ TEMP. POWER ❑ HEATING � _ 0 ROUGH _�— ❑ EXHAUST HOC)DS ❑ CONQUIT ❑ SUPPLY AIR ❑ :— ❑ ❑ FINAL ❑ FdNAL ��] APPROVED ❑ DISAPPROVED ❑ REINSPECTION REOUIRED CORRECTIONS: , , u � i , ; , ._� / r- ,� ; ; bATE ��1C? �;�:` ' INSPECTOR � PPINTSMOP onroe Engineering Consuftants . August 3 , 1990 Pierce, Segerberg, Spaeh 1000 S . Frontage Road West Vail , CO 8I657 A�tn: Ms . Beth Levine RE: Pinos bel Norte , r�iECn458 Dear :�Is . Levine: Monroe Engineer�.ng Consultants , Inc . ha� conducted periodic observations durzng the p�ajects construction. �ased an. our periodic observations , it is our opinion the struction portions of the work, such as the steel framing in Unit T, are in general canforrnance with our design in�er�t. If y�u have any questions or comments p�ease ca�l. Very t ul� yours , <�� (�-'�--� , { Pet�r D. �lonroe, P.E. Presiden�. PDM: Zm cc : :�ir. David Mannick, Mannick Constructipn Mr. Dan Stanek, Town of Vail P.O. 6ox 1597 48 E.8eaver Creek Blvd.,#307 Avon,Colorado 81620 303-949-7768 � • � � INSPECTION REQUEST PERMiT NUMBEFZ OF PR�JECT TQWP�I OF VAIL DATE _ _ JOB f�AME CALLER � ` _ - READY FOR 9NSPECTION: MON TUES WED THUR FRI AM PM' L�CATION: ___ __ BUILDING: PLUMBING: ❑ FOOTINGS / STEEL ❑ UNDERGROUND ❑ FOUNDATIQN / STEEL ❑ RO�JGH / D.W.V. ❑ FRAMING ❑ ROUGH / WAfiER � ROOF & SHEER ❑ GAS PIPING PLYWOOD NAILING - - - ❑ INSULATI�N ._ _ ❑ POOL / M. TU� ❑ SHEETROGK NAIL ❑ _ � -- -- � � [`.�` FINAL � '� �f� � � � �� ❑ FI�NAL ELECTRICAL: M�CHANICAL: I� TEMP. POWER ._ ❑ HEATING _ � ROUGH ❑ EXHAUST H�ODS O CONDUIT ❑ SUPPLY AkR a ❑ ❑ FI�JAL ❑ FINAL ❑ APPROV�D ❑ DiSAPPROVEb ❑ FiEINSPECTION REQUIRED CORRECTIONS: ,� � �� ,� �_f_. �-- :� �1 r� �-�� + ,��'-� � _ `.� �+, j- - - �, ( ,� JD � '6`r fJ 1 ---- �� -� (� ,� � DATE ?� � l� INSfECTOR �;. /;.. � -�`j"?! ( ,� ' .� - PYi1M'.iH(YD � • � � INSPECTION REQUEST PE�MIT MUMBER OF PROJ�CT TQWN OF VAIL °,, ';�-- :''?� `';!J ,J O B M A M E �"��J��S v'�=L //�//V!`C 1�� . D A`�� -'' `' _ _ C A L L E R A��,'.�'#1',/�f,'' C''!,%��✓,,S`��?�� e, f�'tsr"�,� -,� READY FOR INSP�CTION: �tVIf�QN�^ TUES WED THU�i FRI _ � �AM PM ,� �� : r � - '',� ��, � LOCATION: ^,; ' �' � ��'� _''�y _ �,.� � � iF _ _ ? i �UILDI�VG: PLI�MBII�G: ❑ FOO7INGS / STEEL ,._ ❑ UNDERGROUND - ___ 0 F�UNDATION / STEEL ❑ ROUGH / b.W.V. I � FRAMING D ROUGH / WATER � � ROOF & SHEER _ p GAS PIPING _ _- PLYWOOD NAILING - � ❑ INSU�ATION _ O F'OQL / H. TUB I: ❑ SI-IEETROCK NAIL ❑ .T___ ❑ ❑ . O FINAL __ O FIf�AL _ ELECTRICAL: MECHANICAL: ❑ TEMP. POWER ___ ❑ HEATWG O ROUGH ❑ EXHAUST HOODS ❑ CONDUIT ❑ SUPPLY AIR 0 ❑ � FINAL�' � %� �'�� °� ❑ F�NAL � ,�7�APPROVED �__ ❑ DISAPPR�VED ❑ REINSP�CTION REQUIRED �,.- � �� CORRECTIONS: �.r�� li /�a I��,. � _ „' i' � _� ;' : f' � � . � �� ,� 1�� ,,� - - _ DATE � �� - , �= _ iNSPECTOR - -��%` � ' - Rv��u'rSi rrm . �=v�t-��g.�- ;.� �.. \ �\ . � � � � _ INSP€CTION REQUEST PERMIT NUMBER OF PROJECT T�WN OF VAIL ._ ��'�. - �� ' DATE _ , ' \`� J�B NAME � � _ _ CALLER v_ READY FOR I�ISPECTION: MON TUES W�D THUR FRI AM PM LOCATION: _ BUILDING: PLUMBING: 0 FOOTINGS / STEEL � ❑ UNOERGRQUND ❑ F�UN�ATION / STEEL —_ _ ❑ ROUG� / D.W.V. _ _ ❑ FRAMIf�G _ __ ❑ ROUGH / WATER � R�Q� & SHEER ❑ GAS PIPING PLYWOOD fVAILING — - ❑ INSULATION _— ❑ F'OUL / H. TUB _ ___ ❑ SHEETRQCK NAIL _ ❑ ❑ 0 - - �; ._ p FINI�L ' -, _ ❑ FINAL _ ELECTRICAL.: MECHANICAL: ❑ TEMP. P�WER _ _ ❑ HEATING _ ❑ RdUGH O EXHAUST H�ODS ❑ CONDUIT _ ❑ SUPPLY AIR ❑ _ ❑ ----- ❑ FINAL _ _ ❑ FINAL ❑ APPROVED ❑ DISAPPROVED ❑ REINSPECTIQN REQUIRED CORRECTIOMS: /. _ .. � � . ,/�... - .�„ '_F�� --e'_ u�'3"�/� 7', � � .`'�'✓ —' '�7 f!. � G��.Q-'L'4 ! .1�1( I�TL�!i��" � � �� e 5/✓._�i�'""�i -/ _St�-k -�- r`l-J'�'G,r.��i� /1[/1..... �f. _ _ (� - � , � '��Q� /�— � ,7 � '^�7 �� .��E . , � . -� �� / . _ -x '� � `l f, = "� _ - t_� c. �—.;,,-_� � � r,, � ! ,.;�/' f/r> ,� J�{i: ! 'j'_.-��/' , � _ r- � - � . _�'— �- _�-- n �/X � --�-_��_-' '�'!�_.f- � -i r_-� %'1''--��)�i � �-�;:- :�fy_%�-..s_�., .' r;� . =��-7 . � G . =�i. DATE -� ' : , INSPECTOR r_____—� _'_ �1�L_�---- _ r��s�oP � � • • � i � ��{ � ' `��`�� `� INSPECTI4N REQUEST. PERMI NUMBE OF P�JECT TOWN OF VAIL �� AM � -�,`\ ,. � � \1. ��` - DATE _s� -- _�� JOB N � ��_ � l CA�LER � � � ' � _ � READY FOR INSPECTIOf�: MON TUES WED �=-� F� � .�C� AM PM LOCATION: ` BUILDING: P�UMBING: ❑ FOOTINGS / STEEL — ❑ UNDERGROUND ❑ F(�UNDATION ! STEEL ❑ ROUGH / D.W.V. _ ❑ �RAMING ❑ ROUGH / WA1"ER � ROOF & SHEER ❑ GAS PIPING PLYWO�D NAILING O INSULATION ❑ POQL / H. TUB _ ❑ SHEETROCK NAiL ❑ — ❑ ❑ _ INA� ❑ FINAL l�ECTRICAL: MECHANICAL: ❑ T�MP. POWER ❑ HEATING � ROUGH ❑ EXHAUST HC10bS ❑ CONDI�IT ❑ SUPPLY AIR O � ❑ FINAL L FINAL �APPROVED ❑ DISAPPROVED ❑ REINSPECTION REC}UIRED CORRECTIONS: .. �:7�� C��v ��. '�5�'��;SL�y,��, .,�� '��:� �.��, ��'; ,, ; � DL1TE �/� � � � `� INSP'ECTOR G �� FINAL INSPECTION'S COMPLETED Y The items beZow need [o be complete before giving a permit a final C of 0. Please check off in the box provided. � FINAL PLUMBZNG DATE: � FINAL MECt�ANICAL DATE: � IMPROVEMENT SURVEY RESID. NAME: DATE: � , ' � FIi�AL E3.ECTRICAL DATE: �, ' , FINAL BUILDING EAST SIDE: WE5T SIDE: DATE: � — '� / � � TEMPORAF�Y C OF 0 ��. DATE: , � ` '�� 1 1� CERTIFZCATE OF OCCUPANCY DATE: �G' "��% �� I.�NDSCAPING DU� DATE: � � • � � I FILE NAME: � • � , ' - 1 `�:A ,�� ,` � , r I . � n n � � � � 0 . 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Q L7 �� 2 � � � > � � �? C n T � .-r� r 'v �,--.� f�R7 ? m. O+"� y �• O p � m �1 O� 'U � x � � � z m � � � � n C m c • m m Z O � y � ^' � C - T, fn I m � c i c7 n ^i C] � i c7 i- � � ' � � C � > > n f� d -. � N f"� "'1 � Yi C7 �N � � a r -cni� n � i � m .;� r r" X r�r� 2 � '� � fD O ro o �n � '� - � � �I - o � r�, � n n �j n � ''T r- O � �• ` O� o Z > 1 . � I �n � m ; � _, r-� I'� � m �� ; � C � O I m I -� O -� r Vl � p C� � � � ..'. � _. O �` I fT7 I �'+ � Q' � .. `� o -1 f (/? I a � '-h �� W a � - <. C m I + � -`� `% 47 U7 (� � � p n ' � I I � '7 � �-r -1 � � c � 4 � I � � o � cn m y � G � , � � � � Q ` � b <�O � �" -n -r � fTl � > t� v,'� � ( '� m r� cl m � n �•° � � ° � � GD v"'i o ° a � - - � . r°, . o � � � =- 3 � �, a � � Q � � � � � q � O `� � � aa O �� (� � `r' � ' � � � �^ vf' J D I mKa'� '8 {K G = � 4 rA/ � = tn !{+ c� ,� m _ - � � Q Q � -� 1 � S�°1 �p.._.� � ' m � ',,nv `^ r� � J �� 4 � �'I� . ._ - ".' ta• =' r' n I • � � � � a � � � � X � � , � � -' � b I � . ' . . � `� � � - x �, " � � � _ . �,. Q .... - . r--- . j- ..>�. .. � m� 4 , � � � April I.2 , 19$8 Northwoocls Finns del 1Vorte Fire Alarm Plan Check To Whom It May Concex�n; Having review�d the plans submitted by Mike Thvl nf Thu1 ' Electranic 5yst�ms for the proposea work ta be dane on the fire a�.arm system at the Northwoods Pinos del Norte building, I have ' made the f�llowi�.g comments : 1 . The written description appears to meet or exceed min�.mum requi�ements af Town of tlail Ordinance 3 , Series of 1983 . � 2 . Tl�e architectural f�.00r plans do not appear ta accurately ', ref3.ect the existing cQndi�ion in sufficient detail to warre�.t ' approval as submittefl. 3 , Approval far the issuance fo a Building Permit is granted by the Fire Department on the follawing conditions: A. Smoke detectars shall be located in accordance wi.th NFPA Standards 72-E and with guidence from NFFA Standard 74. B. Particular attenLion shall be given to ceiling heigh�, doors , audibzlity, and lack-off units. C. Accurate as--built drawings sha13. be submitted, including wiring rautes, location of �.O.L,. devaees , c��tectar spacing and other relative infoarmata.an. Ll. The entire syste�t is subject to �nspection and testiz�g upan completion and prior to �znal approval . E. The contractor shall provide for 3.�ORs functional te�ting with no less than �.0� supervision tests on each circuit. 4. All wark shall be done in accox�dance with Town of Vai� referencsd standards. Reviewed by: /��.i'`{--�-`�'. Michael McGee Fire Marshal Vai�. Fire Depar�ment � ! � � � � �.� . � � I . . � ' � � ' � � Q � ? ! -, � � �- _r t� v.� � �w a f �1� ` ti �f � . � w+. �.[, t `�! i � ~ �Ci � � � �. .,� � � , �n � � � � � � � � � zi W'; �, � �: � � ,�. b J � � � o, ry � 3 � � � � � � �: J �' � � � `� �� n' � �..a � � � � �� Q �� `�' �'I �. � �'� � � \ 'N �� ,� � w! `a�� yJ� � ' ; � �� (� n q q � � �; ± Z V a� �� ; � � �y � � t` n� J �� c� � �c' �., .`s oL � � ,�: �, �' �� , � � h�� U v� �' � � � �' � � � � �� , � �' �n v� � �, �n:, � o � � �� W � � � � o � � v� �� '� � � ►�-' � � �° � ��` �� ' � � ' �� , � � �' � w. �1 �"�'� � —� � � � � � L � � ? �� o �� o � � T c� o � C� � o � ; �� d � � ; � � � � � � � � �w ��'� � � �� : J _ �� 3 �� 3 r � � , � � o N, �y z r� �� ° ' ' O._ �' � p � � �' I' � J �� a 2 � � .��n� � .� � , � � ' � ' � .r► V� 7 � � ; f � � � � � � j o �' ' � � �� . ' � w w �'�� s � � `` � � , � � � � � � �� : , � �^ v� °, �' �? �n � �� i �,. . � � � � �� ti i � , �, � � �n � �3 � � � � � � � � O 2 2 Q � w � y v� �n � � � � i� v � � ' � � • 'i W '` . ' � [ � � � � N �� f � � �', � F a � � � � a � ` , 'i ' � � � � i � � � � �" �� f � E `� � � � � � � I cc � s � � ru ru �, , , � �� — � � � � � � � ; . � � ; � ,,. � f ; � � � � � � w � � � , W � ; ; � � �' �i v., c,,[. � ¢. � : , z , � � J i �-�' �� ' ! � ! � � , � , � 1 i V.1 �� , �, � '�� l ; . �� , a f �t � a� 1 i i � � � i i f � F ; � ; a ; j � , , I , � � ; a � I � � i , � . � � ' � .•,'- ADD�NDUM No . 1 -- page 1� h. S-1 Sink . 1. Delete en�irely and add : 1 . Elkay , Pacemak�r Starli�e mac�el No . FRS-250 s�ainless ' steel se�.f-rimmin� sink; De�ta sing�e Iever fitta�ng Model No . 100D vri�th 10" spau� , and soap dispens�r . LK-99 strainer for larger compa�tmen� ; Was.� King No . SS7000 �arba�e disposal in smal� corr�partment with 1�" con'�inuaus waste as required., 3!8" an�1e suppli�s with stops ; lz2" cas� brass adjustable P 'crap with cleano�t . i , SH�1 �hower �. DelEte �ntzre�.y anc� a��d : l . �ibersh�en Mode1 36"36-220 , �ne pz.�ce rna�de�� #'iber�;lass shower s�al with �3�owe� �oor, bu.ilt iri �ra� bar, soap 6 �ec��es , faot r�s� , non-skid floor and brass dra�n assembly , Delex by �e1ta 16Q1 scald guard mixi.n.g vaZve with Speakman �2 Shower head , arm and volume regu�a�or. add S'II-2 Shower Fibersheen Model �836 - 48 x 36 x 782 - one piece molded fib�rglass shower s'cal1 . Trim same as SH-1. Add j , LT-1 - L2.ur�dr� Sink: KohJ�er K-67�2 T�rrin Fa�.ls acid resistin� enameled cas� �.ron �aundry sink. K-66gg met�al frame , K-�763� supply fit�ing K-9000 lz" P�trap , angle staps and fl�x�.ble riser. Add k. SS--I �ervice Sit�k; � Koh2er K- 757 �len Fa�ls acid resistirig ename].ed c�.s� �ron se�vzce sink, fitting same as LT--1 . , �dd 1 , ti�later Softener : �`urnish anci ins�all Urhere shown an draw�ngs a Wat�r saf�ener nf size and capac�ty equa�. to Culli.gan HB-300T wi�h phenol�.e e�oxy soft�ning tank, t�.me clock control 1Z0 �pm peak flaw rate , 80 gpm serva�ce f1_ow rate . n�3r3 t�i. YuEilr,i• ��f��rlr�� Y•,—;.��,O? VIt,��,ii„ !:}� lt��:� ,;�� l I'�-r�i ►r��n.1 ��r Z �.�'it.��r,y . llt�] ��x k�,y 1fc�.IL��L P�lc��l��l _;!>�'�1 Lw�� 1�riti�I.L�� f'riu�.;+��, Udi �_!�' :.f�-t•�E�_i1 , w-iL}� Fyr,�>—�a�� .,;�c�rn7��-Y, ��E�r�l.tc knc�b t»rici.lr�;; , '," ;CT'S f`if,f;in�;^ s ,�',;" �a�.lr> i�:cc� , coup�.�r�Er r�u�:: , 3/8'� rir�frlc� ;,u��p�.:ies w�.t;r� �top� , 2?,�" ca�L bra�s ad,j ust��,b1e "P" Li�ap with c].�anout . . , � � AllD�:i��]L'�L'P� ��?{� . 2 , �UILDIPIG "C r' NOR�'Ht�1DOLS VAIL, COLORAL�O PIERCE, ��RI13EP & FI'I'ZIiUCrFI ;�C��l'T, TA1C . �Irch:itFCt;ur°r=jFl,lr�i� in�; ' 17. �). F'�):{ ��,3�� ti"iil , C��lo .rr�.clo dlb a7 PROJL�.s��' I�fO. 1553 r�t�;,� 5 , a �a7� �I"ha.� 11�:1��eridutr� �i � i ::�.�i.ie.i tn �n��3 �t7'Y , ��x.}��1�11n or� c��r�rr�ct i;l�e L)r�zit��iri��;s dated April �� , 1y75 , ��c; f�cata.ot�� clat�d l��r°il 25 , 197�1 , Pro,jPCt T]o . 1525 ; ar.d Ac��enrl�zm No . 1 c3,�te�� r'ipril �2, 197 a , �r�c� is hereb�� made part of f�he Co��tr�,�_t,.i ;�'�� A�n�>�;t:s . °�t��:w�� _ i-�t ��f: � l' �Y 3 S t�.�i�C�I1C�L�1�`l t0 ;�OUY' cj��C:,.f1C�1tIC1'l:r , . . � • ; j, ,L . .;� , ��T;�,�l IG.�1 7�1. — ��'�U?LDIIdC� �_i� '��,';�� ; � ;�;:��.C!-' :i-:1� i; . "- :ci ',�1�, ' � . C;t�,�.r�;-c� as i'al1 aw� . ��1 . !'-7 ; �r�ir.s��i��r� b�it �'�=.tt� o:� irit:.�ar°� or ��alls v�ill bF� lir�:itr�cl tc� t}�c��r: �ra1.l.� se��i�ai:;��7t��,; r�c�,� uin�r�f� ��cc�roc�n�,� , �e�:lror,ms a.nd �at;hs �.�.�,jo�nin�; r�ublic .;��.�3c�u , b�:circ�or,:�:�. anc] b��i;f��s ��a:i 1,k� 1 �i vir��r ,�r�r� dinitzr�; ��.��.� , ,jr�ci �:.�i,jc, r�in�; ap:-�rtrr�E��;, (�ar�ty wall ) . ��ECiiOi`� 96�� — :� ;,ILT�:=?m FT G!)R.�i',:G 2 . P�731�e�°lal �� . �:�� Cl�ll 11.cF�� ;i r,::J I�'iC�Cit': �i . ,��.�i3 . �r . . . �31 .�� i �'(?UI"�. �'_..._'Lli�. r]�F' i��,l�_ri:.,' t: ',� I"I;iL�J'rl �'r'lc!ZZ I"'F'CE_'J �J� 1' �'�� : ic��r r: 1 ��t� Vlll��i u:�i3�':.'�rl:{).`� f'�QvY' f�Zt=._ ' ,� 7 F1_3n�l;ote , iC��t�1.c , �1x�rr�stx�o��;, �r a�;�praved ec�ual . ('i l., - .A. q ��_ . ...i:C.'.. , t'4—� �� . ��f f'__c� ' U . r�i2C; . '_ ;'l�; /., ,c;!';� •�. . � . �iiE'�'`; �— ! � c1 . t:1G��t 3 . :'.r:c:et �-8 c'3. . �t�u 17 C�I'y%:t•C�i°�.F��r' �� . :'}7i�':'1; �—ll. ;� . �i :�'i1 �ll' .��_i ��•��r� .0 � ,� � �,.� "!' — 1�!�t ! I ;� , � � F;:{j,r�r'a.C.�i' C . �:a�llr;r� ,',ti, . i �:i��i; � I{llllj''fl P> I' _i.;l ' ,,;�'��_,:l _. ��'�;! , 1�, .'r1'�.�1 ;.ii-l�l . „-7 -. . �?l�,�rr;�-�it� _ �,;.� i11 — , ��f��; . -�i l� � L��., t;� _ ��'�� _L i.orl — t,c��tc�� u�? — �.ri ��1.�:�cc . ,� . . � • I"tl:l�i�ldliGl�i ;�;U . �_ — I'�sE;�: �' '�i�'!"i'i��i�� 11 '�i�' — ,",P�'LTI1P1C1?� 2 . ;:qui.p;,i�.ciL �`� . 4 . �?dcl : " , c;r' �.icie—b �idc� 33 shtJUdn c�t1 cir'�.�viaz , " y—. €; -� . ,'�C"!' ��-?'' 1��1 C� — PL,UIViF�1I�G .lC . .I.'�is:i.:�I'l:;j f. Gmit �nd ��:�< : . � �� , tJnivt:r�, , ._/:..�.nc31F_ _ __ � :, �ii; �� i=��1��i _lc� i,�-. _ ,..��, i']c�I"1—C�;,.� .,+,- ��r � ,.;,a - �l I ' . .. _. _, : • 'i l .l.l'�✓ �iJ'ii t,i; 1Lt,��= 'ca1. 1.1,�'�. �, �1 � � '✓ _l.�"'F'OU:i c}Zina. , �.rr�it� , °,olic3 ��1�stic :,eat . �� 1�. Chan�;e �:�, f��1��:s : ; "�f!aJte itin�; P�1o . :'8C`��" �;:�z�La�;c� �i i.��;�o:,al to r'��p��cc "l'�`aste K.in�; P�1o . ,��`��JaO . �� _ . � � ialtl!1� �'�!�;' �l-�� 1,, Dt�letc 1�"'H x �4�"Tr� x 8" � corzcx�et� curb trom 'tne elevatcr �:c�uipmc�ns- r�_,om arii� m�chanicr�]. eq��ipm�:nt ro�m. � , :)��1ete �" �:oncrete curb 18" hi�l� at �;riu li��es 12 ar�d C . ' !'.dd a.ui:orti��fr�.c rlc�or c7o:��::t'.> tc, Y,:!f:: fG]_� c�wir;Er dorr: : , . B-01 , f�-0�' , 1;-Of� , i'�-17_ �t�� L';-�� 2 4 . Tt.f, follo��;i :�}:� c�oors .��=i11 he t:h�.n�eed from �-11 :�our fir�e_ r�.ted r�F•t;r�l cloo�°s tc s�� id cor�= '�F3" l�i�ei ti��ad r��ol s : i'._0°% , }'-�()�J , f�-U� , �3-l�! , f',-T :a� i�-! II �,r�r_i i�-1�� !�- � � . Add autornatir c1c��r closers to triE� foll�Yr��_n�, ��dorU : f3-1_E a.nd B-27 ? `":n�� fo=llc�i•,_in�; dc�o�s sl��al7. b� �:}.ar��;ed f'ron: l�-'.> hour fire- rat�c� metal �avot°:; tc> s��.lid core "F�" �dt.>�1 �,�ood cioors : �'-i7 , B-1� , �-l�a , i�,-.�i� , :�-�� , ��-.-'z� , P-?� , N-2� , ,�3-?5 �.r7� L3-�b . � �l-4 y . D�lete nc�n-��c�m �',:C; re��l�:�c�od d�cklt��; ;�.n�_i ��enlace ��ri�:i. 2x6 I'E?C�l'.'GC?(:� (�i?C�':1T1�' 'iI11S i^1�f�E: ;.31.50 c.�irJ�.:l_�',_, 1:0 a�l`t'��5 �1—rj � r.,• n r_— , F1 17:_: A—y. ? . All �`y�F, �r;��r' doos�.� t;�� z��t-ceive �� s�r:oke barrier� at th� t��restiol�i ��.nd Y�ave � �-hour� �i.°�� z°atir�fT. �1-`= � � . �eC: ;;!7F�rt�= i'�,-�� '.`;,-�t t, � , 2 . h d a ,_��,_t�o i�.l�f,i c d c�_._ c��s:��z-• ��, ;<�o i° 1.�I� . 3 . C}��tn�rr ]�n�i� 11C� �:.c� },,3ti��.� 1 -?� hc,�il• i'�i.��-r��tin,�. �I . 'I"li+' I'�':�u � o��;� l.r•i' iril �?� , ' �';oir� t. l ��i � , �r��l.;� l 9'�,I" 1,;,�� •,. '� �� tii�1 "i•" „ Ii �! l ��i��, ��; l�t,,:, �1��_�E�., iii�li �:�i.1,�_�„ l.ti��. 1'+• I [ r� ��.I ;,�i 1'.i.tl.l :�,l� r�,f' ��f.i�it�l�:�l rl.l �ai�ii�i_tii�i� I.��,t;�3i��i �,�> ��i. l �! :�r�c,rl ��2.i�i,;, ;�.�, pc,r� rrtran�ii:'ac:L��r�:.�z�s s��c:ii'1caL�or,:� . `Praa.:, noLc:� a� ��o 'ri�)�)1. L<'.� �,O i�1C'.l'.t;:i I,—�� 11— f � �--� � �l—� � /�,— L�I_ � l�—�. j I!!:(,� �—Zj . � � �l?P,. i�l17111. �—� � T10�.2 � . l...._ . . . • � � L?i��r:i:.�T:; ( Cont int1�:;-1 } �',�;�rE: ? A-E � . "c�e SheeL .�1-y , P�1ote ;_ . t . �,�e Sheet A—�I , Ncte �_ . 3 . Door 15�3 Lo have 1—'� �iour I'irc—r�� irl�; , � . �ee Sl�ec:�; ^�-5 , I�1ote � . N.-7 1 . ,�ee Sheea, tl—� , I�1c�Le 2 . 2 . ��e She�t� �-5 , ;�ote � . �-3 e L �Pe �hPet A-�4 , Pvct�� . 2 . Do�z� �3� t� have I-� }zour i'ire-ra�itl�;, and to have an autqmatic cloor c�.os�:r . A-g 1 . �ee �l�eet �`1-1I , P;iof�e �. 2 . �ee Sheet �'�-�4 , T�1ote � . ; . ;',ee Sheeti �-� , ?�iote �� . 4 . T�o�r 253 tr� Y�av� 1-l� r�o�iz� f�, .rc-rati.n�; . /'t-10 1 . See S}zee� A-� , T?o�F� 2 . 2 . `�ee Sh��t l�-� , Note 4 . A-11 1 . "ee Sheet A-�# , T1ote � . ' 2 . ti�e Sheet A-5 , 'i1ot� �I . � . ��o�r �� to t�ave �.-hov.l �'irc�-raLin� . � . �Joor 37� �o have �.-'� h�ur fire-��t i��;. P.-l� _t . :�.�e sl��t�t n—�a , r1ot� � . �' . iic�cl��; ;!i'! <ll��r_? �f��S t,o 1�c� 'i�,yf�i' ' I? ' t.lr�c,r�„' . 3 . llo�r 35�I t;u t�ave 1-�� h��.�r� f'i�.��-raf�ir��; . A-1 "� . 1 . �e� Sheet; A-�! , Not�� . `' . See �he�L .�l-5 , 1`3otc 4 . ; , Door 410 t� have 1-'� nc�ur fire-ratin��, . i -- . . , � � Drawings (Continued) Page 3 A-�� 1 . See Sheet A-� , Note � . 2. Doar �20 to have 1-� hour �ire-rating. A-15 7 . 5ee Sheet �-� , No�� 2 . 2 . See Sheet A-5 , Tdote 5 . 3 . ➢oor 507 tio �l�,ve 2�12 hour fire-z•atzn�;. A-15 Z . See Shee� A-�l, Note 2 . , 2 , Door ��.�1 to have 1-'-� hour fire-ratin�;. A-23 l . All s�;ucco at balcony soff��:s to be on metal chann�ls a�� 24" o. c . A-2�4 1.. See Sheet A-23 , Note l . 2 . Drywall at cei�in� in Sec�tion 9/2�f to be on metal. c�annels at �b" o . c . S�-1 1. Revised foatings as shoUrn on drawings . S-� Z . Revised �'oo�in�s as shown on drs.wings . S-3 1 . Revis�d fbo�ings as sho�•rn on drawings . S-5 1. Revis�d bearing vaZves as shawn on dz°�.win�s . S-6 1 . ftevis�d f'oo�in�s as :��howz� on c�rawin�;� . U-& l . Revised foo'�in� schec�?zle as showrl on dra.win�;s. ,,..._,.,......�_._._____��.___ . . . . . , � � llrav�ril��r;, (�C��rit i_r;uF��3 } P�Yf-�e t, i?-�I t�Z1'u E-17 � �. . �molc� det;ectors whicfl are �rre�ently locate�d �.n all b�1r�ams of' the apr�s•tmcr�ts s�.��ll �ie i�cviscd ds fol.laws : ��. . �)rze det�cto�� can s��r�.�ice zr�or�� than one l�earoam if the :7molc� d�t�c;Lc�� i� lc�r;�ited �r� �i common rialltivay servicin� tt7e b�c3roarn. �i' , liowcver , th� i'lcor plan allows any � r,ecjr�oorri(s ) t,o �ae c?o�c� aff i"ron�i rtie main �.partm�.zt are� f�r° f,f�e ��i?��potie of se��ar��.te r�r�tal ��ace , that o�droom �;ill requir� it:s owl: s�n�lc� det;r�ctor. �. . _�mo -e r�etec�tar�e �h�.'� b�� requ� t��A :�t t;i.� t,o;� ��1' all stairwells tivi�hin t;r�e �.pai°�rr�er.`. . ., . ��.a1 iO�'t 3I't'c3S W:.�1. T'E?CjI,t1T't' C�321=_ �,::1:.�t:i; �::F'�c..^_�C= �Ui:;t:',;.tC. at tY�e c�ilin,�. d . �,r�;?°ify a11 smoke det�ctor� lacations w�.�h A��cr�itect �ef�r�e instal�ation. I � � • . Pern. . No. ��L2� �! ` u VAIt WATER AND SANITATION DISTRICT tflw� o ra� �� WATER A�1D SEW�R TAP PERMIT TAP PERMIT WILL NOT BE ISSUED UI�ITIL TAP�EES NAVE BEEN PAID IN FULL.. NAIVIE OFJflB ) U -�If.�M1�'-7�j � - /L ,�liU� C �l � + LOCATION AI'1D LEGAL DESCRIPTION !' -� �d` ` �'� /� L�� 57v ` � . �lC. �iQ. �� – � G�NERAL CONTRACTOR - -� " LIC. NO. ( � `y` � PLUMBING OR MECHANICAL CONTRAC70R �� ' � ��N�� — � �G LIC. NO. � � 1� EXCAVATING CONTRACTOR - °r ` �h�� Sewer Mecer Size �j �f?1d�,�c-- .Z-- SI2E OF TAP: Water yC o� ,y�j . js r� x$300.Od= Amou� 11fUMBER OF UNITSi � 7 fc2,�� L c� � Date Paid ' �� ` ��' " pate Billed � /� , / /' .�. � Finance Dir�cto — Pub��c Wofks-Canary; — Contractor-Pink; — Accounting-Go4dee�rod Bldg. DePt.-White; — Water and Sanitation -Green; � - r � + PLUMBING/ MECHANICAL PERMIT TOWN OF VAI L DATE - °s. JOB NAME � � �. � r � OWI�IER ��c� ` �•�-^ • A�DRESS COAITRACTOR '�: G _�p- - � � c• �" , . PHONE �'� �,J G " USE OF BUILDIM19G: �,¢'1'��Y��-'�� CLASS OF WOR4C: I.ET IUEW ❑ ADDITION Q REMODEL � REPAIR DESCRIPTION OF WORK: PLUMBING: NUMBER MECMANICAL: Nl?MBER Vl#LUATION $ r" � -->`�: VALUATION $ i REIVIARKS: REMARKS: r�� PERMIT FEE `' PERMIT FEE �> i %_._ �� r +r_ �APPROVED ISAPPROVED � DATE � � � r � _ s� � � r �/ T07AL FEES: $ • � `� l,J��' �.,. � _�� . � � . �. Town of �ail �....---�-�-�- ---�-�-- / ---....._. o y_�/?G�/_a.a.. ...s------------ -�-- Job Name._�- ---- ELECTRICAL PERMIT • �. .j ---� ls.,�:s-� -� --------�-----�-----�----�-- lication_..--•-----�----- -.. .... .. _--- � Date of App � �"C_...._...---•----�----------.. ,�_ �'�,��''��-� Eiectrical Contractor.._ _ -.-.--�-��-� No 143 - --------�--.-�--� - . --- ---�--- -----�--.---- . App4icant..----�---�---•----�- • Va1uat�on �----•��-----•••" --•-•-- Signc�ture Building r�.� Electrical Valuatian $-��-�� pppROVALS `'Si..� �--��' r ��..�.� r , Permit Fee $�..-- -� . � �� . , _. ._� �'--.�- ----•------••--- • p te•---......---••••••--•--•-•-' , ----- .. . _ -- - ----- -- � e - ---�•---� � , Inspection Fee $--°••- ---�•- .1... - Plan C e er �, - - _._._ �r� , =� =`'-y 7 . �� . -- �(-J --------�- ace �---�- /---•-••----...... , : _ �'?- .. .�_� .. --- • .................•- f --"" D -•-�- - - �.....--•-••--.•' f°.- ` Total Fee �---'• --- ---hief Bulldi O[Picial � ` " . �'..�.....--�- � THIS FORM �S TO BE POSTED �'N . r7,fr��:s=. Date Paid------- --- � S 3 _3,c� ._..7----��°9-�._._�1.�� .10B SITE DIJRfNG CONSTRUCTIQN Received By_ � � 7 f �� 24 HO'l3RS ADVANCE NdTICE g�QtJIT�ED FOR INSPECTIONS Tw[C.!.wOEC1(:t0.r 9EFkY[N 7G1711 w � !' i � PLUA/IBING/ MECHANICAL PERM�T TOWN OF VAI L DATE � � � �� i� �� JOB NAME E-/�,�/•,�Ct.J G°C .[7 �5� WI�ER f�/,UQ S 'J'�° �[/'«��T �N��4dDRESS �--' CONTRACTOR c�,1�� //� � /�.�' 7'�C j/ � tJ �c� PHON� Z ,�' �" �y� ��c, �`,�,r�<< ,�ss�c_ �,g-res- `�-�rL -C��. �_ � USE QF BUILDING: ,t_,r ,��t? C�.A�SS OF WORK: � NEW � ADDI�ION ❑ REMODEL ❑ REF'AIR DESCRIPTION OF WORK: �/.�.'t= / �'o��C_� i/C� .t-J ��'r'S �n7 PLUIVIBING: NUMBER MECHANICAL: NUMBER VALUATIOk'J S VALUA710N $ Z � C�� R�MARKS: REMARKS: PERMIT FEE PERMIT FEE �C�% � �� APPROVED ❑ DISAPPROVE ` ;f DATE �t% �' ` �'r �!�i TOTAL FEES: $ � /� �f�Y�-��- �� -��'� `�1��- i ! ,� � ._ ._ � ; _ ��.� �o��Tn �f Vail / � �� +�4�f�y� Job i'�am .__�....._�.�_.�.Sl.irC2'1�1_?_'1l�1..1�"-.-�1� el..V' . _- - -�- --- - - ��E�TR�C'AL �ERMIT _. / Date of Application---- -_--- ••-R�L.e----_------.�-------------------I9�CG?.�__..... ��C�-��c----�'R�-�----- �� 2(��} EIeG�rical Contractor__ ._ Building Valuation $�-----��-•-�- Applicant_C � -------------.e�--------�•-•-------•--------------------- � -- - ---- --�--�---�----...... Slyna� � Electri�al Valuation $__�_��-----•-- APPROVALS Pernnit Fee $-��---�--y---�-.._. ¢� Inspection Fee $_..- --..1.._ ..---------��-�-�-�-------�--�------�--��------------- - -----�------�---�------�--�-�--� 'I -------�..--- --------------------• - Flan Checker Date � � / TotalFee 5��.............. - -- ---� -�--------------� �-•---- -------�-�-�---- -- - � ---�.1_i le[Su11ding OMic1a1 D te DatePaid......................��--------=------••-•-�------- , THIS FOEa TO BE PASTE� �1� Received ays..._.:��_.�..................:::..........:.... J4B SITE DUR9NG CQNS`I'RllCTI�N 24 HOIJRS AbVANCE iV0'I'ICE REQUIRED FOIi INSPECTIONS rn,.c, - uo_c�=i en.. or.wven aiir��s�. ' �� INSPEC�N REC�UEST ' , TOWN OF VAI L � DATE JOB NAME TIME REGEIVED AM PM CALLER � �. � � �3t9.IL[�ING COVEFi PLUMBING MECHAI�IGAL ' ELE;:TR�CA�. �� F�tI�TINC; REC2. FiA7'11UG RQUGH . �1ENTt�ATI�iU T�MIAC)RAI�Y �, F�UNDA'T�QN �HEETp�C1�K STAiW£�PiPE H6�1Ttl�� F�G►l1�hl � FRAMIIVG V�NEER --- FINAL ►nt D � S HOt)C�S FINAL FINAL ROflF PARTIAL PAR'TIAl. PARTIAL PARTIAI� �ARTIAL LOCATION: I.pCATlON: LOCATiQf�, LOCATION: LUGA7tOfU: CI OTHER � PAf�TIAL LOCATION READY FOR INSPEGTI�N MON TUE WED THUR FRI AM PM COMMENTS: � ❑ APPROVED ❑ DISAPPROVED ❑ REI NSPECT � UP�N THE FOLLOWING CORRECTIONS: GOR R EGTI ONS — � � DATE INSPECTOR � � � � INSPEC�ON REC3�,JEST , TOWN OF VAI L DATE JOB NAME T�ME RECEIVED AM RM CALLER B�JIL�IN_G_ CdVER,: F'LUMBING M�Cf-IANICAL E�.E�TRICAL FOC)TING REC2. RA1�11'wIG�_�._ Fi011CiH` WEIVTILATIt7N TEMPQRARY Ft)UN17ATi0N SH��T(�(7CK S�`AAIUPIPE HEA"�tN�` RfJUGH W D C 5 ' FFtAIVIING V�NE�ft �INa4L H�C1{7S '�IIVAL FiNAL R(bQF PARTI,4L PARTlAL �'J�RTIAL PA�TIAL ►�p��Y�p,� LOCATION: LOCATit)N: L€�CATI�N� �QCAT�OAI: LQC�,TIC?f�i. ❑ OTHER ❑ PART{AL LOCATION READY FOR INSPECTION IVION TUE WED THUR FRI AM PM COMM EN TS: ❑ APPR0IJED ❑ DISAPPROVED ❑ REINSPECT ❑ UPON THE FQLLOINING CpRRECTIONS: CORRECTIONS DATE INSPECTOR � � •. _ � INSPEC�N RECIUEST TOWN OF VAf L , /! Y �I DATE JOB NAME C TIME RECEI\/ED AM PM CAL.LER _ _ . BUILDI{VG COVER� #'LUMBk�1G. I'►�'I_____ECNAi�31CAL El�_EuTR)CA�._ �Ot�TiNG R�Q. RATI�V�-._,_-� ROUGH VEIVTILA�`I(3tll 7EMPC��fiA�iY FOI.iN�ATiQN SHE�TRC?CK STAIV�3PIPE MEATING ROUG�-1 W D C S �F{AIVIIIV� V�NEER- F1NAL HC14t7S FINAL F1NAL RI�OF PARTIAL PART3AL. PARTIAL PARTIAL FARTIAL � �QC6ITIQN: L.�CATIUIV: LC)CA71(7EU: LOCA'TION: LOCAI`I£7N: � �J OTHER ❑ PARTIAL. L(�CATION READY FOR INSPECTION Mf?N TUE WED THUR FRI AM PM C(7MMENTS: � APPR�VED [] DI SAPPROVE[3 ❑ REI NSPECT ❑ UPiON THE FOLLOWING CORRECTIONS: CORRECTIONS � DATE INSPECTOR � '� • � INSPEC��N REQUEST T 0 W N O F V A l L DATE JOB lVAME �+CC �� TIME RECEIVED AM PM CALLER BUIL�tNG CflVER_ PLUf+JIB�NG MECHAIVIC�,L ELE�TRICAL FOOT�NG REQ, RATii�lG RQUGH VENTCLATION TENIPQRA�2Y FOUNDATICIN SNEETROCK STAIVDPIPE HEATIlUG R4UGH w D � S FRAIVIING V�NEER _.�.._ FIIUAL HC}�DS FINA� FI�AL ROQF .��. __� RARTIAL PA�iTIAL PARTIAL PARTIAL PARTIAL LOCATI�N: LQCATIflN: LGt�,A,�l(3N: LO�ATI�N: l�t��ATICIN: � QTHER ❑ PARTIAL LOCATION READY �OR IIVSPECTION MON TUE WED ThiUR FRI AM PM COMMENTS: ❑ APPROVED ❑ DISAPPROVED ❑ REINSPECT Q UPON THE FOLLOWING CORRECTIONS: CORRECTIONS � DATE INSPECTOR I `• . • • INSPEC�OIV►1 �REC3UEST 70WN i0F VAI L DP�TE JOB tVAIVIE TIME RECEIVED AfVI PM CALLER BUILt710VG CflVER PLUMBINC MECHANIC.A�L ELECTRICAL FOO�"11VC; REQ. RATING Rf3lJGH VEI113'tLA71QN TEMPURA�?Y { I FCiUNDATI�N S4iEETRAClC �TANC7F'IPE HEATING R@UGM w o C s FRA�JI1119G V�f�i�EFt__ _ �IIVAI. MQODS �ItVAL ��NAL RC10F PRFiTIAL PARTtAL P{.1RTIAL F'ARTkIaL PARTIA L i..00ATlO�I: LO�AT14iN: LOCAT�ON: LOCATIQIIE: LdGATf01V: I � OTHER ❑ PARTIAL. LOCATION READY FOR INSPECTION MON TUE WED THUR FRI AM PM COMMENTS: ❑ APPROVED ❑ DISAPPROUEb ❑' REINSPECT 0 UPOI� 7HE FOLLOWING CORRECTIONS: CORRECTIO�JS I DATE �NSPECTOR I r . � ' `y � • INSPEC�QN RE[� UEST TOWN OF VAl L . ,1 �, DIaTi E JOB NAME �) TIME RECEIVED AM PM CALLER B�J1LDIfUG COlf�R PLUM�ING �IItECHANiCAL E�E�T�i1C/�L FC.�qTINC; RE[l, RA"iING.__ ROi,JGt°I VENTfLATiOI� T'�MPtJEiARY FLIiJfViaAT��lV SFi�ETROC�C STANDPIF'E HEATING ROUGH UVC) C5 � FR,4MlIVG VEN��R-- __ FIf4lAL htOOC}S �INA� FINA� RUQF I ----- _.. .... ___ � � PARTiAL f�ARTl�,L PARTIAL F'�RTIAL �'ARTI�IL � LUCd�`CION: LC�CA�ION: LOCATION: LOCATION: LC3CAT10�1: ❑ OTHER 0 PARTIAL. LOCATION READY FOR INSPECTION I / MON TUE WED THUR FRI AM PM � � GOMNkENTS: ❑ APPR�VED � DISAPPROVED ❑ REI NSPECT � UPON THE F�LLOWING COFiRECTIQ�JS: COR RECTI ONS � DATE INSPECTOR � , � INSPEC�N REQLJ�ST TOWN OF V ,AI L DATE JOBNAME TIME RECEIVED AM PM CALLE'A BUlLDING COV�R PLUMBI(`�'�_G (VIE!�HL�NiCAL ELECTF�ICAL FOOTING REQ. FiA1'1111G ..� �C3UGM VENTTLATICIN TEMPC?RARY � �CfUIVi3A�"iOfV SI-IEETR�CK STA�I\iDPIPE HEA7fNG RC)tJG'.�N YU DCS FFiAMI1VC; V�IVEER _�.._.._ �tC13AL Hdfl(�S FIIVAL FINAL RQOF _..- --- PARTIA�. PAR"f'IAL PAR't�IAL PAFiT1AL PARTIA�.. LOCA71C3�J: LC?�ATItIIlI: L�CATit?IV; LOCATION: LCI�/�TICDhI: � OTHER LJ PARTIAL. LOCATION READY FOR INSPECTION MOfV TUE WED THUR FF�I AM PIUI COMMEN7S: ❑ APPROUED ❑ DISAPPROVED [] REINSP�CT ❑ UPON THE FOLLOWING CQRRECT{ONS: co�R�cTion�s I - DATE INSPECTOR G � ► � INSPEC�IV REL�UE�T ,��'�'�'�� F ,'�'-� � � �, �ATE JOgIUAME � T9ME RECEIVEQ AM PM CALLER BUILDlNG COVEF� i�LUM61�lG_ iV1�CNA�JICAL ELE�`TRIGAL FOOTING REQ.RAT1�1�_ RQl1GH VENTILATION TEMPC}#�ARY FaUNDAT90N SHEET'ROCK Sl`AND�'IPE HEA'i"IIVG ROU(3H � w D C 5 ' FRAM11�3G ,1/�fel�EFt._ _ ._ Fl('dAL HOUDS INLIL 1 FtNAL RUO� _ P��tTIi4L PART�AL PARTIAL PARTIAL PAFiTiAL LUGATIOI�}: L!�CATION: L4CATfC3N: LQCATIQN: LC?CATII�N; —__ _ -- -- - —� _.....__�. ___ T_... �T.__ ._..__ ._. � � OTHER � PARTIAL. L�CATION READY FOR INSpECTION MON TUE WEb THUR FRI AM PM COMPVIEN7S: ❑ APPROVED ❑ DISAPPROVEQ ❑ REI NSPECT ❑ UPQN THE FOLLOWING CORREGTIONS: COR R ECTI ONS DATE INSPECTQR f ` � INSPEC�QN R�C3UEST � TOINN � F VAI L DAT� JOBNAME TIME RECEIVED AM PM CALLER E3UlLaI�G �01/Et�_ PLUMBlNG _IVIECNAN1CAt� �L;E'�i'FiIGAL FCl(�'tINC� R�Q. RAT°iIUG ---.-__� R(3UGH VENTfLATI[3!U TEMPd�t�ARY �UIJ'�IC�A�`!C!N SHE�TFiOGK STANf)PIPE HEATINC RCrUG�! w � c s FFtd�ii/I11V� V�NEER._�m� �Il1EAL HOC'dS FIN�L �I IV A L R C)C�F __. ______. _�. �._,._--�---- PAR�i'IAL PARTIAL, PART'IfiE. PARTIA� PAFiTI/1L LO�ATi�N: LCICATICI#11: LC3CATION: LOCATIUI�; Lt�CATI�IiV: !� OTHER � PARTIAL LOCA710N READY FOR INSPECTIOIV MON TUE W�� THUR FRI AM PM GflMM�NTS: ❑ APPROVED ❑ DISAPPROVED 0 REI NSPECT ❑ UPON �fHE FOLL0INING CORRECTIONS: CORRECTIQNS DATE INSPECTOR � • � � INSPEC�N REDUE�T � I � TOWN OF VAI L DATE JpB NAME � ' TIME REGEIVED AM PM CALLER BUI�.DING GOVER PLi1M81NG MECHAN�CAL ELE�TRI�AI� FOOTING REQ. RRTINCi _ ROUGF°I VEI'+1TfLATIQN TEMPORA�f?Y FOl1NDATiON SMEE�'Rt�CK S'TAIVQPIPE HEATING ` R�UGi-1 1N [3CS FRAMIi'�1G \l�NE��—:n� FfNAL Hf3C3�S F9316AL �1tVAL ROOF �..f. pARTI,AL PARTlAL PARTIAL PARTiAL PARTIA L L�GATION: LOCATI9N: LQC,4710N; LOCATiON: LOCRTION: I P__. ...._ . __ __�___ ^-- __ -- _-_-__.__.-- --------- � ❑ OTHER ❑ PAR7iAL L�CATIQN REA�Y FOR INSPEC�ION MO�V TUE WEp THUR FRI AM PM COMMEN7S: I ❑ APPROVED 0 DISAPP�iOVED ❑ REINSPECT ❑ UPON THE FOLLOWING CORRECTIONS: C�RRECTIONS DATE INSPECTOR _ __.�..�..,o�,_ _. �..,- � � ` � INSPEC�QIV R�QUEST . TOWN QF VAI L �l�TE JOB NAME � TIME FiECEIVED AM PIVP CALLER � gUILDIN�G_ Ct�VER PLUMBIN� MECHANICAL EL��;TRICAL �d�TING REa. FiATilVG _.��' R{�UG�f VElV�6LRTION ° 1"�Nl�"(JRP,RY � FOUNDAT�ON SFiEETR�CK STAfe1�JPIPF HEr4TING R()iJGM W p c S FRAMINt; V�fUEER FINAL HOODS �INAL FiNAL R�CJF :PARTt,AL PARTi�4L PARTIAL PART(AL PA�i'FIiaL LQCATI�N. 1..OGA�ION; LOCA7IC�N: L4CATIQN: LC1CATi(7N: LJ OTHER ❑ PARTIAL LOCATION READY FOR INSPECTION M0�1 7[JE WED THUR FRI AM PM CONJIMENTS: [] APPROVEf7 ❑ DISAPPROVED ❑ REi' NSPECT ❑ UPON THE FOLLOWING C4RRECTIONS: C�RRECTIOCVS bATE INSPECTOR � • � INSPEC �IV REQUEST � ' EAGLECOUNTY DATE JOBIUAME TIfVIE RECE�VED AN1 PIVI CALLER BUIL�.71NG �QV�R_ PLUMBING NdECHAI�ICAL ELECTRICP�L FOOTING �iEQ. RATING ROUGH VENT6�.ATIORI TEI1fIPORARY F�UNDATIC3�1 SHEETROCK, STANE3PIPE FiEAT1111G ROUf�H wocS FRAMING !lEPUEER .- FINA� HO(7DS FIIUAL FINAL ROC}F PARI'IAL PAR'�IAL PARTtAL PARTIA,L PARTIAI.. LOCATION: LOCATIf3iV: �OCATION: L(}CATION: LOCA710N: • -.� � _ --- ------ 0 OTHER ❑ PARTIAL. LOCATION READY FOR INSPECTIpN MpN TUE WED �'HUR FRI AM PM COMMENTS: ❑ APPROVED ❑ DISAPPFiOVED ❑ REI NSPECT ❑ UPON THE FOLLOWING CQRRECTIONS: CORRECTIONS DATE 1NSPECTOR � � � INSPEC�IV REC,�UEST - � owN oF vAi � aATE JOB IUAME TIME iiECEIVED AM PM CALLER �UiLaING C�V�f�_ PLIJMBIi�C _MECF°tANICAL ELE�"TFitCAL F0071IVG REQ. RATING RC3UGH V�NTtLATI�N TEMPORARY FC7t,fNC7AT�0Af SI°°�EETRI?CK STI�lNt3f'll'E HEATIIVG f2i�UGH FRAMlNG V�NEER _--- �1f�lAL w C� c s H(30D5 FIEVi�L FINAL RtlOF PARTIAL PARTIAL P,�RTIRL PARTIAL PARTIAL l,C)CATIfJ(U: L��TIc.7�1: �.(3CA710N; t,QCATIQIV: �.00ATIQN: 9 ! __._,� ._.._� .._ _. � -'-- _ ... _.� ❑ OTHER � PARTIAL '�OCl�TIOf� READY FOR INSPECTIOlV MON TUE UVED THUR FRI AM PM COMMENTS: ❑ APPROVEp ❑ DISAPPROVEQ 0 REINSPECT 0 UPON �HE �4LLOWING CORFiECTIONS: CORRECTIdNS DATE INSPECTOR � � � INSPEC��ON RE[3UEST • TOWN OF VAI L QATE JOBNAME TIME RECEIVE� AM PM CALLER BC9��.�IN+,� GC��;'�!� �LpJMBIiU� �E��IANf�AL ELEC�'RI+C�� 3{�`C�i�C�' �t��.P.:`�:4�"ING_. . �. �C}L#�fi 'JE1VTfL�'TIt�4W `- "f'�tV��f,��C�F�4" ' �E.7l�I°+l[3t�71GN S€��ETROCK STAtVTJF#PE FiEA,TING €��l9GH w o c S FRAi;lliiVG il�NEER FINAL �IOODS FIIVAL t�llUAL RU�� '�83TiAL PA&iTIAL. PARI'IAL PAF�TtAL I�e0.�iT�AL �.('9G�7'di��: E.C�C;�a"��: � �..��,��"!�@�' � €��4T9t��J° �� :�C;.RTM�IIV� � --- : � ._--._..__� T_� _ . �-------____ _:._ . ..___ u.�_.m� � — ........W..�_._ __�� ❑ OTHER LJ PARTIAL L�CATION READY FOR INSPECTION MON TU� WED THUR FRI AM PM COMMENTS: ❑ APPR(�VEQ ❑ DISA�PROVED ❑ REINSPECT ❑ UPON THE FaLLOWING CORRECTIflI�S: CORR�CTIUNS DATE INSPECTOR ":�'..,r i 0'-7,'y.O_(".+. /"7�'1"7t-I', �/��' v � . _ � � INSPEC��ON RECIUEST � 1 �' OWN OF VAI L � DATE JOBNAME TIIVaE RECEIVED AM PM CALLER BUILDING COVER �'LUMB�N� ME�CI�ANiC�L E�.ECTRICAL FOCITING REQ, (�ATIIVG_.__ ROIiGH VEN1 ii..ATldf� TE9�11PC1RARY F4111Vt�A'f'64N SHEE`t�ROCK S�`ANDPIPE HEATiNG FiOiJGN �RAEt,99lIV� V�113�ER �9fVAl� W p C � 1-if)f)t3S �I�1�L ' FIIVAL `Rt)Ck� ._v�_��_ : P�AR`T'R>AL PAR1'9,�.�. PiAl�l"IAL. i��1(�"t"IAL. Pdd�f�T1A#� Lf)C�4'�10lV: t�d"J�ATICIN: L�CA7'I(7111: Ll7C�.TiOfV: Lt7CAT'I�??�1: �...,�,�..�__�._..._ ____. .: =-- _--_�_'..��. _.�_ -- `.____..__ , I � , � ❑ OTHER LJ PARTIAL. LOCATION READY FOR INSPECTIOlV ' MON TUE WED THIDR FRI AM PM COMM ENTS: 0 APPFiOVED ❑ DISAPPROVED ❑ REINSPECT ❑ UPON THE FOLLOWiNG CORRECTIONS: CORRECTIONS DATE INSPECTOR � i �IVSPEGT N REC3UEST TOWN O 'F VAI L QATE JOB NAN�E TIME RECEIVED AM PM CALLER BUIL�?tN� Ct�VER � P�U�B_Ih9_�_ E'�_�CH��,�t�A,L ' �L��"F�fCI�L F()OTtI�iG f;��'!. RATI{�G �...�. FtOUG� VEi',lTfLlaTlUN �EMPt?RARY �C1Ut01DA7�ON S1��E fRR;�CK ST�,�C)€'1�"E 1-I�IAI'I�`til(.� F4�3�91a'F4 W o C S FRAMIfVG V�NEER_.__ F411�AL HOODS � FINlaI F�iNAL ��t)F _ . m_ .__ PARTIAL PARTIAL PARTIAL PARTlAL PAFt71AL ' L.[2CATIC)NV. L.t��ATIC}N: - 1�C3�A�T�C?�� L�?G�1C�f.7{V: L.00A�`i08V: '� -- ---------------___ _ -----_-�--- - --- __ _ -- ___ ❑ OTHER ❑ PARTIAL. LOCATIQN READY FOR INSPEC710N MON TUE WED THUR FRI AM PM GflMMENTS: ❑ APPROVED ❑ DISAPPROVED � REI NSPECT ❑ UPON 7NE FOLLQWING CORRECTIONS: CORREC7'IONS DATE INSPECTOR / . ` E � N REC3UEST INSP CT O ' TOWN OF VAI L pATE JOB NAME � TIME RECEIVED AM PM CALLER ��i,,€�16�IC�_. ��`v��F��. WF�E.l1N�1_BII!el(a_ iVi��,k�#�C11ICA:�. .�LE�T�I��R��. F�3C3Tgf`9C; REQ. F��A�°Ii�4��.:�;._.�.. �tC3k.iGH if��`i�.,�iTlt�!'� �'EMP(}RLIP�Y - FC3UltMi�ATIC3N SH��I`RC7CIC STAI�C7PIPE ��Al'E[1EG NqUGH F(�AI'v11NG V�IV�ER FIIV�IL � � C S ki00DS FIfVAL FINIaL ROQF —_ �� PARTtAL PARTIAL PART1A�. PARTIAL PARTIA� LOCA7ION: LOCA31C11V; LOCATION: LaCATlOiV: LOCATiOf�i: � 07HER u PARTIAL. L�CATION READY FOR INSPEC71i0N MON TUE WED THUR FRI AM PM COMMEN7S: � I ❑ APPROVEf� ❑ DISAPPROVED ❑ REINSPECT ❑ UPON THE FOLLOWING CORRECTIO�JS: I CORRECTIONS QA7E �NSPEC7OR ` � � INSP�C�O�1 REL3UE�T • '� AGLE COt1NTY DATE JOB NAIVIE TIME RECENED AM PM CALLER BUILDIIVG COVER PLUME3ING IVfECFtANICAL ELECTRICAL Fac�`r�� ,Ea. R,�rmr�G� ' Rau�� v��v�r�-�.�arto� T�nnPa�aRV; FOUI�DATIflN SHEETROCK STAI�DPtPE I-lEATHbVG RQUGH W D C S FI�A�6S�G VEIV�ER—_� FINAI. 4-IOOG�� FINAL F1�11AL ROOF -- P�RTIAL. PAFi'fIA� �"ARTIAL PARTNAIL PARTIAL LOCATION: LQCATION: LOC/�T14iU: LOCATIO{U: LOCAT1QfV: ❑ OTHER ❑ PARTIAL. LOCATION _ READY FOR INSPECTION MON TUE WED THUR FRI AM PM COMMENTS: ❑ APPROVED ❑ DISAPPROVED ❑ REINSPECT ❑ UPON THE FOLLt7WING CORRECTI�NS: CORREGTIQNS DATE WSPECTO�i , . � INSP�CT�i�I REC3UEST � TOW 'N OF VAI L DATE JOB NAME TIME RECEIVED AM PM CALLER I`3UI�.Ul�G. ��L�ER . P�U�111B6N�a: _NE�CH��ICRL� : .ELEGTRICA�� FOOTIIVG RE�. I�ATiNG ROUGki 4`Ef1tTIL.ATfON TEMPORARX FOiJNC�AT'I�N ��{��'F�li)�IC STAf�[�PNPE ' HEA1'19VG f�t�U��i W D C S ��iAMIf�G VEf�fER__T------ FINA� - Hf7(.?DS FIN1aL _ FINAL RC�C3F _ — PAR`f'I�`lL P,�,FiT1AL PAftTIA,l� PAf�TIAL PARTI+AL LdCAT1011[: LOCATION LOCATI�N: �OCATiON: LOGATIO�V: ❑ OTHER ❑ PARTIAL. LOCATION READY FOR INSP�CTION MON Tl1E WED THUR FRI AIVI PM COMMENTS: ❑ ApPROVEp ❑ DISAPPROVED 0 REINSPECT ❑ UPON THE FOLLOWING CORRECTIONS: CO�f�ECTIONS C C L DATE INSPEC70Fi � . � INSPECT�N RECIUEST � 701NN O � VAI L DATE JOBNAME TIME RECEIVED AIV6 PM CALLER �UIL�_iNk� �f�V�f�_ PLl9M�l�1G__ CdIECHANtGAL .EL�GTRICAL. �oc�rin�� Et2. �;a�`en��_- �our� v�t�°rr�.��`��r�a T�M��a�a,�� FfJI�NfJAT1Ul1� SHE�TR�CICIC S"t`lltVC)PIPE Fi�AT1{VG �tC7l1�Fi � - rNC� CS' I F�AMING.: V�NE��?�__— FINAL HQODS �iNAt � 1 �!fU A L �QdJ� � _.__ �_.. _..._._.__...._�..._�_ PAi�2TIAL P�,R�"IAL Pr'��`t'IA�. PAR�lAL PAFtTIlAL I : { L�CATlOIV: L�CAT��N: LOCAT10Af: LC?GATiON; LC1�R1Tf+f�kV: ----,�:.��r_____. ��...�.__.�__.�..�,._,m _LL_.��.�_ _�.�..�. ! � 07H�R � PARTIAL. LOCATION I READY FOR INSPECTION IUION TUE WED THUR FRI AM PM COMMENTS: ❑ APPROVED ❑ DISAPPROVED ❑ REINSPECT ❑ UPON TH� FOLLOWING CORRECTIdNS: COFiRECTI�NS �� DATE INSP'ECTOR � - � INSPEC�N REC�UEST _ raw �u oF vai � DATE JOBI�AME TIME RECEIVED AM PM CALLER BUfLI�IN.G CQVfF# RLIJMP!_�!C ME�HANIC_A_L EL'�CTR�CAL F0071NG REQ. RATIf01{;_— E30UGH \/E11f�'fLA�°It71V ' 7EMPC)�iAi�Y FQUIV[],�TtC?6U SHEETROGK STANDPIPE YiEATIl11G RdUGH w o e 5 FR�tM'&fitG 5{�AIEER _� FtI�E,AL H(J�€�S F1�lAl FINAL Rt7O� -- �. �_._ PARTIA�. PARTIAL PAR1'IAL €'AFtTIAL PARTIAI. LOCATIGiV: ` LC}�A"TBt3N: LCIE;AT[�N: LO�ATIOIV: LOGl�TIQl14: __. __ �__..--. _�. - ---- - _ ..� _ f - ❑ OTHER I�I PAFi�fIAL. LOCAFIQN READY FOR INSPECTION MON TUE WED THUR FRI _ AM PM COMMENTS: ❑ AP� ROVED ❑ DISAPPR�VED ❑ REINSPEGT ❑ UP�N THE FOLLOWING C�RRECTIQNS: CORRECTIpN� DA7E INSPECTOR � , � I INSPEC�IV REC�U�ST • TOUVN OF VAI L DATE JOB NAME TIME RECEIVED AM PM CALLER BUlLUINC ��"�`�F�_ PLI.�i�k3i{�1�a Iili��iA[�I�AL ELE�T'FiiC�,L_ FOOTl1�3G REQ.. RATING___,_w_ ROl1iaH 1/ENTILATIOC!! TE{VIP4�RAI�Y �OUNDATION SH�E�'RC:GK STAI�9€]P1PE �iEATIh1G ROUC°sH W � C S FRAIV�!{�IC3 ifk�l�.��..�:�__�.._. �I�I�I NCI�]C�� : �IN�E.: FIN,AL Rt�QIF '�ARTIAL PAR3'i�4L 'PAFiT��4�. RAF�'°i'!AL ' PARTIAL LQCATION: LOC�tTI()I`,i: L€�CATtQ�: LC9CATI�?�1: L�C�CATtQN: ❑ O�THER L� PARTIAL LfJCATIUN ' READY FOR INSP€CTION I MON TUE W!ED THUR FRI AM PM CdMMENTS: ❑ APPROVED ❑ DISAPPROVED ❑ REINSPECT Q UPON THE FOLLOWING CORRECTIONS: COR R ECTI ONS DATE INSPECTOR � � INSPEC�N RE�3UEST ' TOWN OF VAI L DATE JOQ NAME TIN'IE RECEIVED AM PM CALLER BUll�di('�II�. �fl1YdEF� _�'L�CG1�lNG,_ M��H�NiCAL ' EL��T�ICAL ' FC9C)'i°iiVC� . FiEi1. �AT`I�dG_._..�' RC)UGF-6 VEN7"�LAT�QN �EM�'OC�ARY . FC7t�N�A�i°If)N S�-lEE�'FiO�K S�`A!V[7PtPE !-fEATiNG R011C�H ,':.> �� '� �, FFtAMIN� V��EE�3 �I(VA� 1-��JC1pS F1Ni�t F1tUAL �G3QF _._.___��_..._...,_.__�.�_.__ __.__.._.____...�_ PAR3lAL Rr'��i�lAi� PB�R�I//kL PA�tTIAvL. ` F'A#�T�AL , L:t�CATlf1i1�: " L�9C,47it�N: Lt"��J�°Ti�73�: LOGATIQlV. LqGA'°I°��tV: � 4TNER U PARTIAL LOCATION READY FOR IN5PEC710N MON TUE WED THUR FRI AM PM COMMENTS: ❑ APPROVED � DISAPPROVED ❑ REINSPECT ❑ UPON 7HE FOLLOW�NG CORRECTIONS: CORRECTIONS �A�E IIVSPECTOR I � � � � INSPEC N R�QUEST ` TQWN OF VAI L DATE JOB NAME TIME RECEIVED AM PM CALLER � � . . I � BUi�DI(VG Ct)VER, P�.UMBING_ _MECHANIGAL ELECTRICAL �� . � i �C)+D7"I(1!G REQ. RA7FNG RQUGH VEI\f"ftLA7`1�9N TEMPQfiARY I FC7ltNDATIt2N SMEETR�CK STANDPIPE H�AT`IfVG R�t3faFi j W CaCs �RAM9NG V�NEEFt _� FIi1tAL HOOC7S FINAL , F9NAL ROOF : _ � PAR7MlAL PAR7IAL PARTIA,L PARTIAL PARTIA� !, LOCATION: �t��A"1"IL�N; , l.QCATIQI�J: LOCA710N: Lt')GATIC)N: � � .._ __..�.� ---- ----- -- :_- -�. _. �. ------ -_r � ; � .�_._e... _-. :_..._�.__ �.�.._.: ._.,�.._._ ..___�_._._____�... �- - . --- i I � ❑ OTHER ❑ PARTIAL. LOCATION � READY FOR INSPECTIpN M�ON TUE WED 'FHUR FRI AM PM GOMMENTS: ❑ APPROVEC� ❑ DIS�APPR�VED 0 REI NSPECT ❑ UPON 7�1E FOLLOWING CORRECTIONS: CORRECTIONS � �arE INSPECTGR � IiVSPEC�I�I REC3IUEST � TOWN OF VAI L DA7E JOB NAME �IME RECEIVED AM PM CALLER ��, BtJe,L4�1�4G �QVE#� PLU�BING fViECH_�I�ICl�►L' _ELECTRICAL � FQ(3T11\!G REQ. RATIN� R4UGF# V�N"PftA7101V �EMP�1�tAFtY FOUi�DA�IOIU SHEETFd()CK S`�'AI',IC)PIPE HEA'�ING R{)lJGH � fRA�1i�JG V��I�ER FIN�L w �? c s HOOpS FINAL � FiNAL RCDO� . __.�.._�_Y._��...a�. , �Ai��lAl. PARTlAL PAFtT1AL 1'AFCTlAL PARTi,4L LQCATI(?EV; LQCATIQN., LOCAT#C?N: LOCATIOIV: Lt7CA�l�hi: ❑ OTHEft tJ PARTIAL LOCATION READY FOR INSPECTION MON TUE WED THUR FRI AM 'PM � , COMMENTS: ❑ APPROVED ❑ DISAPPROV�D ❑ R�INSPECT ' 0 UPON THE FOLLOWING CORRECTIONS: CORRECTIONS DATE INSPECTOR • �,� ,' � ' � '� ` � � ' CO►vCRET�.�I E�.D TFS7 AND � �' 'k�'�"` �'�'�'� CO",�PRESS I VE STRENG7H REf'ORT �,�. cd«edo sp � �c�xedo�6W� . 3f13•Yk� zS47 � .i �N T N 0 _112-2 � i.A�, NO 112-2-(1-6) .. -- 1Q�}1 5q�xh frt�tXD�¢ rOfld ��.s25( R � � '�a con,c�� r� co Por�o—Mix .�� ai cdora�o•(hb57 34J�a��0247 CONTRAC'�-0"F� `J, A. �;��T �OriStT'UCtlOri �O, `-., J PR �ECT �orthwoc�ds , Building "C'� � v� Soil � oun�dat�on --n-- --- -- - ngineerinc� TRllC Np $�9 _ TICKET ND_32�$ � T { M� MIXECild'43 , ARRiVE�}�:flOPLACEClI O5 � - - �_OCAT I ON OF PLACEMENT I N STAUCTURE FoQti_ ngs Line B c3t1C1 Ll.rle l� t0 26. � --°- ---- -- � CU YC�S PLACED. . , la CU YDS DATE OF TEST, , , , 5�20�75 ' GONCRETE TEMP . OTRUCK LOADING. . . � CU YOS TIME DF T�ST. . . , 1�: 45 JDB °F � WATEFi CONTENT. . . GAL�I_D SLUMP- � NCHES. . . . 2� �AB �� oF � WATE�-CEMENT, . . . RATID FR�SH CQNC . WT. . 143, 6 � �p AIR TEMP . ADMIXTURE . . . . . . . AEA �N"f, A ! R CON7ENT 4,�', JOB 7Q °F OZ�YD SAMPI_E CUR I NG, , . Lab, CALC I UM CM�.OR V DE 9: WATER AODED-GALS PLANi � J08 S I TE MI X NU�AB�R . , , . , , _ CEMENT CONTE�JT, , 5'2 Sk. FGY 1 . 5-3/�" SP�CIFICATI �JNS . . _ COARS� AGGREGATE FC`r Xx j�4'�-�� ESI G�dEC� �Y . . . . . _ F 1 NE AGGREGATE . . PGY (�4 SP�C ? M�.�l IVIIMF3�R 1I2-2 1-7 2-7 3-14 4-2f3 5-23 6-OPT OATE TESrEO 5/27/75 S/27/75 6/3/75 6/17f 75 6/17/75 � NUME3ER oF c�pvs cuR�o 7 '� 14 2�i 2�i D I ME�S I Dr�S, I NCHES � Std Srd Std Std ��d S7f? . CY� I NC)ER=�"X1 G" I SPECI +�Er� wE I GFiT ,POUr�D5 �27. 75 - 27. 80 27. 79 27. 85 �27.81 BSSD DENSI TY , FCF I41, 4 14I. 6 141. 6 141. 9 141. 7 AREA OF cY�. I rvoEr� , f N2 � 28. 27i 28. 27 2R, 27 2R. 27 28. 27 STD . CY1_ I NC:�ER=i'r;,�7 1 N� TOTA� TES�' �OAO,PDUNDS 92�00 93800 108000 118000 11900Q CDnnpr�ESSIvE STRE,N„Tt�,FSl1 3283 3318 3R20 4174 42p9 sP�ci � i eo__sT�Er��THi51_ _ 3000_f 3000 3000_ _ 3�00 3000 TYPE DF FRAC`fURE : �� 3 1 1 1 � � D I AGONAL SHE�1R 2� CDNE � 3� V E R T I CA[._ S P L I-T---^_ __ �-s i --� R�MARK5 '�H� visible ex�eriar failure marks. SAMP�en eY S• Sch�oAder _ TES�EC �vS, SchTO?der grGrvED ___ Foe�M C-1 / � t , � � ' cohc��T�iF� o rFST n�o � a��y�+� CQ^,1F'RESSIVr STREP�GTH REE'ORT � cc�raeio��oi; �`-� �' �� CL I ENT ND 1z2-2 I � LA6 r�0 1�2-2-( 7-12) i��.i1 SQJth fiu�XaQ¢ �bdd wQSt II p o kx�x f�a CQrvCRETE C4 POrto-Mix �, va1•col�racb•Dsb57 --- ,�;�,� �' ,�o� a� o2v� C�NTRAC70R J• �. Hydpr Constructi4n Co. � — —--_-�. � S�II � oundation PRO�Ec t _ Northwo�ds� Build ing "C" ngineering TRUCK n,o ��g___� r � cK E T rvU��??� I� � rt �� ,� ixtr; 2�: 46 a�Giu�r3:O5iPd_ acEO 3: 15_ �I i Ui;ATiON pF PLACE1�kEN7 IN STRUCTUR� �Q�umn Pads � C-13j C-l�l � D-13 and D-14, � ---- ----- ----- -- - _� _ _�_ � CU vCS P�ACEb , . , � CU YDS DATE OF TEST, . . , `��2��5 C4NCRETE TEMP , OTHUCK l.OACING. . . 8 CU YDS TIME Of TEST. . . . 3: 25 Jpg oF iC YIATER CONTENZ. . . GA��LD SLUMP- IfvCHES. . . . � �q� 58 oF � � . WATER-CEMENT. . . . AAT90 FRESH CONC . W7. , �40, 5 FCF AIR TEMP , • AC?41 # XTUP,� , , , , , , , `_�� AEA ENT, A I R C�NTE.NTC, 2 � JOB 5S oF � OZ%YD SAMPLE CUR I rvG, , , L�b, CALCIUM CHLD�7IDE �j„ WATER AODED-GA�S PLANT 0 JOB SI TE Mi X PdU!�vIEtER . , . . . . CEMENT CONTENT . . ��? �k•____ PCY 1 , 5-j�4" 3 4" SP�CI � ICA71DN5. . Cf�ARSE AG(�REGATE FCY � ��'�-��4 � DESI GrdED BY . , . , , _ F I NE AGGREGATE . . F`CY j�� r--- SPECIMEN n:unngER 1�2-2 7-7 P-7 9-14 10-28 12-2�3 12-OP'I' —--- -��— --- ____ _--- ------ __ DA TE TE SrEt� 6/3/75 6/3/75 6f�0/l5 6/24/75 E/24/75 6/24f 75 AIUMBE.Ft 0F�[?AYS CURED ---� -��-- -- � -- 1 �-- - ��'---- ��5 _. �ZH o i �nErvs � orvs,_ � n,cr��s � Std �Std Std Std Std S�d STD . C:YL I NOER=U��X� Z�� SPECIAfE.N W� IGNT'PUUNUS 27. 31 27.47 27. 38 27. C4- ---27. 45 � 2i. 59 35SU L1E NS I 7Y � F-CF 139. 1 139. 9 139. 5 Z40,fl 139. 8 140. 5 AREA DF CYl_ I ND��a � 1 Na 28. 27 2A. 27 28. 27 28. 27 2Q. 27 2f�, 27 ST� . �Y1. 9 rvnFr?=28.�7 I rd2 TD7AL 7E�T LOAD�POUIVDS �1��10 77600 f�4200 �2dQQ 9��0� c.�4�o� coM�R�ssive sTRErvcra+ ,�51 2529 2533 297fl 3254 3183 3325 -— -------- - -- -— S�€C I F � E�� STAErvcTN,F ;; I _ _ 30�0 �300Q �300�? _ 3000 � 3000 _ _ 3d00 tYPE OF FRACTURE ; � '= I 1 ) fl I AGDr�A� SHIEAR 1 �` '; 2 } CD":E �� VERTlCAf �Pl iT - --1-- ---- ------ -- - - Ren�ARxs �� 5�-blt ext=rior failure m��rks . �jAfulPIEU ev _ S. SchroAder TESTe�, eY __ S. Schro�?c]er $ � GNE� F ORM {;_� � r � . CONCRE-T�I ELD 7�ST ANp y/ � , ��"�' r'��'�`=` �'�`� CO".1F'RESSVVF S7RENGTH HEF�(�RT '•�, �.��, s��, � cdor�r.ica•0[1�.��a �' �' �"�� CL # ENT NO 112-2 � �.qs �p 112-2-( 73-�C,3) +10�1 SOUth Jrorxagr[ rca0d west �' � �" �4 CpNCRE 7E C� P�rto I�1X vai•w�lorado•i71657 ��i: �� `�7 CONTRACTp�7 `T, A, I-?51C']PT' �'nflStruction �O. � Pf10JECT N��rthwoods , Ruilr�ing "Cf' cr� Soil �, oundatiQn ngineering TRUC.K Np ��9 T I CKE T Np V32R� __� �/ ) TIM� MIXEC��-d� �� ARRIVEG�� _�� pLACED�l : lO �i/ �_O�;AT � or� o� P�ACEMENT irv sTr�ucTU�[ _C�lumr� Pad: D-12, D-15 and D-�.7; � _.T_ Footin�, Line 18,fram T3+ S' to C+�' , __Y --- � '� CU YpS PLACED. . . � CU YDS DATE OF TEST, . . , i�2B�75 CDNCRETE TEMP , QTRUCK LOADING. . . � CU YOS TIM� Of T�ST, , , . 11 : 20 JOB °F � WATER CDPJTE�JT. . . GAL�LD SL.UMP- 1 NCHES. . . . 2l �pB 52 0�- � WA7ER-CEMENT. . . . RATIO FR£SH CONC, wT. . 140, `� F-(�F AIR T£MP . ADMI X TURE . . . . . . . _ AEA �N7, A 1 R CONTENT 5. 6 �' �pg 47 oF OZ�YU SAMPI_E CUR I NG, , . Lab, CA�CIUM CHLORIDE �� WATER ADbED-GAl_S Pl_ANT � JOB SI TE MI X NUMBER , . . . . . CEMENT CdNTENT. . �� Sk. PcY 1 . 5_j�4�� SPEC I F' I CA 71 DNS. . CDARSE AGGREGA TE Fey 3�4f' 3�4u_�� ESIGNeD BY . . . . . FINE AGGREGATE . . FCY �4 SP�CIMEN Nu�+e�c� 112-2 13- 7 1�-7 15-�4 16-28 17-28 18-OP'T OATE. TEST�r� , 6/�/!5 6/4/7�> 5/Z1/75 �/2�/75 6/25/75 NUME�ER OF DAYS GURED 7 7 �4 2� 2� D I MENS I ONS � I NGHE5 St� ��d Std �tc� s�Cl STD . CY� I N[7ER=f7��X1 �� I SPECI MEN WE I GHTiPDUNDS 27, 7£3 27, �4 27. g1 27. 59 27. 59 BSSD DENSI TY , F-�CF 141. 5 147 . 3 142. 2 1�10, 6 1�I0. 6 AREA �F CYl_ I NDER � I N2 2�. 2� 28 27 2�3. 2� 28. 2� 2$. 27 ST� . CYL I NC,ER=2�S.27 I fv` TDTM� 7E�7 LOAD�POUNL�S B��OO �3Q�� 1{�� 1�6�Q� 112�� COM�aESSIvE STRE�GTH �F'SI 3� 06 2936 3537 3749 3962 SPEC I � I En STRENGTH ��'S � 3000 3000 3C100 3000 3000 TYPE DF" Ff?AC7UF7E : �, � � � � D f AG�NAI. ShiEp� " 2 ) COr7� 3� VER 7I CAI. SPI�I T--- -- � ----�__ _ REMARKS "No visible ��xtF�rior failur� marks. SAMPLEO �v S. �chraeC32r _ 7ESTED �v S �chrO�der__�SIGNEQ � ORM Cr1 ' • � � �j � � CONCRFT�IELD T�ST AND aot[7 r��_�a 4�e CO"�I�'RESSIVr. S7RE�JGTH REFORT � ca�aar; s�r,gs � cc3br�rk�•009t7 � w�, ��a7 CL � ENt N� 112-2 ' � 1_Ae tv0 �I2-2-( 19-24) t0�1 sa��cn �rcxxec�z r� v.�.zx p u t�. #1a CDNCRE 7E C 0 Porto Mix �, � val�col�rado•01657 '" 70J 4�3•Q297 � T � �'' CDN7RACTOR _.• �.__ �� er C'on�truction �o. � AROJECT Northwoods Ruildin ''C" v� Soi� � ounda�ion — -- I�1C�1f1QQ(i(1� TRUCK No f;69 r i c�<� r rva V328� � � � ME M I x�� -: 15 A�tR I vEc, 1 : 35 PLACED 1: 40 l_OCAT I GN OF PLACEMEIVT ! N STRU(:TURE C�lumn P�dS C-5 � 1�-�, � ------- - -- --- — � CU YDS PLACED. . . 76 CU YDS �ATE OF TEST, , , , 5f29�7� �ONCRETE TEMP . OTRUCK LOAO I NG. . . � CU YQS T I ME OF T�ST, . , , ]_; �Q JOB °F � ydATER CONT��v�` . . , _ GAL�LD SLUMP- I NCHES. . . . � 3/4 �AS 56 °F � WATER-CE�vi�NT, , . , RATI O FRESN CONC, wT, . 139. 6 F CF a I R TEMP , AL�MIX7URE . . . . . . . AEA ENT, AIR CDNTENT 6. 3 5;, JOBS4 aF OZ�YD SAiN��.� CUR 1 NG. . . �ab. � CALC I U�n CHLOR I DE j.; wA TER ADDED-GAL.S PLAN T a JOB S I TE MI X NU�ABER . . . . . . CEMENT' CONTENT. . 5^ �k• PCY 1 , 5- ��4'� �r SPECIF IGATIDNS. . CQARSE AGGREGATE PCY 3�4 �,��'�-,f�� nE51 GfVEO BY . . . . . , � I NE AGGF�EGATE . . PCY /#Zl I SP�CIMFN NUMBER 11�-2 J.�3- 7 20- 7 21-14 22-2H 23-25 �4-OPT DATE TESTEC7 6/5/7> 6/S/75 6/12f 75 6/26/75 6/26/75 NUMBEf� Qf [?AY'S CURED 7 � � 4 �,'�} j�' DIMENSIOI�aS � iMCHES Std StL3 Std Stel Std STD. CYL � NDER=FJ��X� �� SPEC I M�N WE f GH7,POUNDS 27. 0`� 27, 04 27, 13 27. 19 27. 34 BSSD aE�S I TY , FCF 137. 9 137. �3 138. 2 138. 5 139, 2 AREA DF CYt_ I tv[�ER � 1 N� 2q, 27 � 2�3, 27 28. 27 2�. 27 28. 27 STD, CYt_ t NDER�2�'5.2� I Na 7DTAL TEST LDA� yPOIJNC�S 69400 6g000 �4�� 9�n�� 97600 cannPR�ss �,vE STRENGTH �FSI 2�55 2�i41 3000 3466 3452 s�ec i � i Ec sTRe►v�7►�,�; I 3D00 3(1�0 30�0 3000 3400 TYPE bF FRACTURE : „ 1 ] 1 1 ) DIAGONA� SNEAR � � � CONE �� VERT I CAL SPl I T REMARK5 "�d visible ext�rior failure marks . SANIPLE� �v �. Schroad�r rESTEO dY �• �chroedQr g � GNED F oRM C;-1 � � Ca�CRET�IE�D TFS7 �Np � � � r'.,`''' �*j``` �0"Y1��RE:SS l Ve STREtdGTH RE�'�RT 1 CC�CiId("io M X Kj5 � �'t�rxeclo��17 ��' `� �'�`� C L I E N T N 0 112-2 ' � !_Ag avfl 112-2-(25- 30) �hO.Jt sr�ucr, f«.,rxege rxd we�t ' � p o �x #1a CpNCRETE C4 PO�tO P�IiX va� cdcxado 01b57 dx � �, J0� 4�S�Q?91 CONTf7ACTOR `T. 11, IIyc]er COf1stT'UCtiofl �'O. _ c� S�i� � oundc�tion �R o��c T Nor�n��:_,_p�a��a :�g ..�,� ngine�ring TRUCK No '� � _ �r I c+«. r No V3�g� �� j T 1 ME M I XEG12:45 ARR 1 V£G � � ��1 P�ACEG 1 : 1 5 �i/ , GI;ATION pF PLACEMENT IN STRUCTUFtE �flOtlrig, LlT1�_' ll � 72 c�T1C� B-+ l?� �1� �0 A ; � Foot-ir�g I�a.ne A and � to 12 ; G'oot��ng I,in E and 1.2 ta 17, _�..��_ � � CU YC!5 PLACEb . . , �+ CU YD5 nATE D� TEST. , . , S/30/?�� CONCREtE TEMP . OTRUCK L.DAp [ NG. . . � CU YOS T � �E DF TEST. . . , I: 3O J08 °F � rWAlE�? CONTENT. . . GAL�I_D �LUMP- INCH�ES. . . . 3 LAB '6 °F � WAT�R--CEMENT. . . . RAT14 FRESH COiVC , WT„ � 3`j• � 1 I�f AIR TEMP , AC�411 X TURE . . . . . . . _ AEA ENT. A I R CONTEh�T b, � 5' JOB 60 °F OZ�Yp SA�nPi_E CUR I NG. , , L�ab. GALC } UM CHLDRIDE j� WATER ADDED-GALS _ PLANT � JpB SITE MI X NU�.18E� . . . . . . . CEMEN7 CONTE�7, , '} �k• F��Y 1 • 5-j/�4" SP�CtF ICATIDNS, . COARSE AGGaEGATE FCY 3��t� j��"_�+� f�ESIGNED BY , , , , , __ FINE AGGREGATE „ PCY r�� SPEG I MEN NuMBFR 112-2 `- 2`?- 7 2G- 7 27--1a 2:?-23 29-2� 30-OPT DATE �EST��__�____�__ 6/f/75 6/6/ 75 F;/13f7>W 6f27/75 6/27/75 N�1M$ER OF L)AYS CURED '/' 7 ��l �L` ��S OiMENSiONS , IrvCF�ES �td C tc� C tCj C t� �� STD . CYL I NDER=f��rX} �� 1� SPEC I nn�rv `WE 1 GH T ,poUn�bS � 21. 1� — --27. 06 27. 05 27, 1.9 27. 11 85SU �ENSI TYi F�f;F 138. I 137. 9 137. 8 138, 5 13�, 1 AREA DF" CYI. I fvO�R � I NZ � STD . CYC. I NnE�=28. 'L7 I N` 28. 27 2�. 27 2�. 27 28. Z7 28. Z7 TOTAL tE57 LOAD �PpUNCS 75600 76200 91000 Y�3Q00 1Q5�0� coMaR�ssive STF?�NGTH ,F�� I ��7� 2��95 3219 3543 3714 SPECIFIE[� STRENGTH�#�51 3Q�� 3000 3000 3QQQ ' 30QQ --- — - ---- � TYPE Df FRACTURE : � � OIAGONAL SHEAFr � 1 " 1 1 2J CONF 3� VER T I GAI. SPt_ I 7 REMaRKS "N� viGible =xter ?or fa �lure mdrks , SAMPLEO Bv S• �chro•�c?�r TESTE� ev � vchraeder � ___.�-- --- -- S I G N E D Fa��n C_1 � � COhCRF7�lELD TEST �ND � . � a�' �"��"' ;'�``: C�".1�'RESS I Vr. ;;TR��GTH REF'CR� cdcxedv ��j� --- a` .=��.�,� �� CL I ENT NO 112-2 � �_Aa r�0 112-2-( 31-36) 1Q;51 sc.xxn rorxec�r roeci Hnzsc � � �" �`� CONCRETE CO �orto-Mix. val cdcxedo (31b.57 �` 7�3 ak� U2v' CONTRACTOR _J, A_ kiyder Con_truCtion Co._ � � S��I V oundation �'RO��CT Northwood , 8uilcj ing "C" ��I�e�rl� TRUCK hJ0 5�1 � T I CKE T NO��307_ �/) TIM� hAIXEG � : 5� AF�RIVE�_?_�� PLAC�D 2; 30 •�i � G��A710"� QF F'LACEMENT IN S7RUCTFIRE W''1> > �'�, �� l�t level � L1C1? B� 12 t0 � -- 18 ��d_Line 1�� B to �'• - -----_— ----- � �_ � � CU YGS F't_ACEb. . . Z� Of7'Q CU YOS �ATE OF TEST , . . . 6,/�3�75 CONCR�TE T�MP , QTRUCK LOADING , , , � CU YDS T � �E D� T�ST, , , . 2 ' 45 JOB °F � INA iF_ft i;ONTE'JT . . . _ GAL�LG '-LUMP- I NCHES. . . . �2 LAB �� °F � WATER-CEMENT. . . . RATIO FRESH CONC , W7„ 140. 6 C ��F A { R TEMP , ADNEI XTURE . . . . . . , _ AEA ENT, A f R CDNTE:NTE�, S � JOB 74 °F _ OZf YD SAMPI_E CUR 1 NG, , . L`�b , CAL�, IUti� CHLORIC�E � wATER ApDED-GALS P�_AN7 � JOB SITE rn � x �vunnH£R . . . . . . CEn�sEtv`t CONTE�IT , , 52 Sk• F�CY 1 . 5-�/�" SPECIF ICATIONS. . __ _� C�ARSE AGGREGA7� �,CY j�4TT j�4'i_�4 {�ES1 GNE�i NY , , , , , _ f I N� AGGREGATE . . FCY �Ll SPECIME� NU�dBER 712-2 31- 7 32--7 33-14 34-2f3 3�i-28 36-dPT DATE TES7EO � E�/] 0/75 6/10/75 6/17/75 7/1/75 7/1/75 NUMBER dF pAYS CUREO � 'J 14 2�3 2b D I MEr�S I DNS � I NCHES S�CJ ��Cl St� GtC3 Gt{j STD . CYLINdER=6"X12'� SPECIMEN wE I GHT�P0�INDS �6. 82 2F�. 93 27, 05 �27, 03 26. 73 8SSf3 DENS I TV � NCF 136. � 137. 1 137. �3 1_37. 7 133, 9 AREA DF CY�. I NbE� , I Na �� 27 ?8. 27 2�, 27 28. 27 2?. 27 STE� . CYl_ I NC)ER=2�,27 I N2 TDTAt� TES7 �oA�,POUN�S 72�'00 7960a �90Q0 99000 9�000 CDMPRE$SIVE STRE.IVGTHyFSI 25�15 �� 5 j�QB �P�2 �4{7 sPECIF � EC STRENGT��i-� I 3000 � 300�1 300C1 3000� 3000 7YPE DF" FRACTURE : 1 " 1 1 I � � OIAG�NA� ;HEAR � ) CDrvE �� V E R 7 I C A[.__S F�—�--�-7--—— -- -- — -- ---- F�eMARKS •� S gal, �dded aft�r tes�. � �`No visible ext �r �or fa ilur� m-�rks . �AM��Ery �v _�_. �chr_oAder ----TESTE[� �Y G. Schroeder si cNEa _ F oc�M (;-t � � � CONCRET'�E�F' I F. LD TFS� h�D .� ��"'rs"�`�e CQ'�1F'RESS 11/r. STF�EtJGTH R�PG'RT � -c�ioredo�(SO'917 �� CL I ENT nro 112- 2 � �_a� ►vD 1�2-2-( 37-42) �A1� s�,�h frcxxecxr roed we�[ � n �z o box x�sa Porto Mix , -1,� y� e�� CONCRE TE C D � JUJ�d� �12�1 CONTRACTDR J�_ A•_ �Y"d°r COnstruction CO. � ��I� (J oundation P�o�EC� North�ood� , F3uilding "C" (�gl(�ee�l� TR�1CYt +�0 513 _ T � cKE r N� V33Z3 � T I ME M I X�U 5� 10 ARR I VED ��22 PLACED�' �5 �_OCAT I ChJ OF P�ACEMENT I f� $TRUCTURE W`�� g�• t0 1St �E'V�'� , I�ll'1,2 B 12 �O I�3a � ��nd Line 18 , I� to C. - - — i_� _� 'V . � CU YDS PLACED. . , Sb df 70 �U YDS DATE 0� TEST. . , , 6/3/75 CONCRETE TEMP . aTRUGK LOADING, , . � CU Y�DS TIME OF TEST, , . , 6: 75 JOB °F � WATEFt C�NTENT. . . GAL�LQ �LUMP- INCHES. . . . 2 3 4 �qg �7 0� WATER-CEMENT. , . . f�AT� O FRESH CCENC , WT„ 1�0. � F �'F AIR T£MP . ' AbMI XTUFi� . . , , , . , AEA ENT. A IR CDN7EN75._ '6 �j` JOB 76 °F _ OZ�YD SAMPL_E CUR � NG. . , �'ab. CRLC I UM CHLDR I DE __ ;�:: YVATER ADDED-GA!_S F'I.ANT 7 J06 S I TE MI X Nl1M6ER , , , , , , CEMENT CONTENT, , 52 ��- F%�Y j . 5_j�/Lk+� SFECIF ICATI �NS. , __ CDARSE AGGREGATE FCY 3 4�T j��l"�ff4 C�ESIG�IEO HY . , . . . FINE AGGREGATE . . PCY �4 SPECI �dEN NUMBER 1I2-2 37- 7 38-7 39-14 4{1-2?� 41� 28 4�-OFT DATE fiESZEO _� �� _ �fZO/75 _ 6/10/75 _ 6J17/75_ 7/1/75 7/1/75 NUMBE.R OF C�AY� CUREU � J � � ��, ��y ---r — — — — a � MEr�s i oras, i �,cr+ES I Std Std Std Std Std ST�7 , CY� I NDER=b'"hl �" � SPECIMEN WE I GHT,POUNDS 27. 16 2'7, 10 27. 3Q 27. 14 27, ?9 BSSD DENSITYI F-�;F �3f3. 3 138. 0 139. 1 13£�, 3 139. 0 1__�_ _ _ � AF2EA C3F CYL_ I Nti?ER , I nu.� 2�. 27 � 28. 27 2�. 27 28. 27 2n. 27 STC� . Cvl. 1 r�[�EP-2f'. .27 I N� TDTA� _TES7 'LOAO �POUNC�S 84�04 f332�� `��4�� 105000 99000 , --- --- ----- - --�- --- C�MPRES5IVE STRENG7HyF'j � �9�� 2943 3�Q6 3%14� 3�Q2 SPECI F I EC ST�tEt�GTH �-';; � 300� 3000 3Ofl(� 300(l 3O{70 TYPE DF FF�ACTIJRE : ' --- ---� --- 1 ) D I AGpr�A� S�tF Af� I 1 I � � CONE � j� VFP, TI.CAI_ SPl ! T RE+v1ARKS "'Nfl vis ible ext�rior fa i.lure marks . -- -�--- - - ---.T �__ _, ------ SAMPLEI7 Bv �. �chr!��d��r c � - -- — � -- — - -- TESTECI BY __�-chro-�der---s � c�vEo F ORM C-1 � . � � , � -i r f . A �► cohr;�FT�i r �� F�T ��r�a � �� ., ,� ��. -,,,� ,. ' �,��.kFR�=.a� I vc � TKEraGTH RE�C�RT ` c�r.��: ��r,,�< V, ,r_#_vc�_��: �sf?W�? � �C;..� ��x� x,.r� ct_ t E r,r rvo 112-2 � �_ae No il�-?-(43-��3) t�;)1 scx;�t1 ?�ia�ty�tr rc�ed ,nnzst F' �' `'°" ��a CONCRE7E CQ Porto MiX � ^�rs �c�l :,-,kxedc 01b57 � �# "' .�:��•o2v;� CO�vrPAC�o� _J.__ �, �ayder Construction Co. -- � ��.Jf I � �oundatian �'�i 0��T North'�700Cj S z_BU ilc�in� st C�f — �ng�neerinc� T�E��„K �ao ��_l______ T � �KE � No_v3353-_ �/,�� TIME '�1 ! xF_1a2:�-5_A�41 VE+;1�_: 45 PLACEh �2: SS �r t_ai,A7 � �^a UF P� ACE'�E�� T IN STkUi, TURE �d�l� GT'd, t0 l� t I�2Vel, Line A & 4+3' ----------- — -- --- ---- � to 12; L1ne I1 & 12 and A to B+12 ' . - --- -- —---_ ----- —-- ---—-- -- — - --- - _« .�- � � CU Yp5 PLACtC. ��63 CU YDS �ATE OF 7�ST. , , . 6/9/75 CONCF?ETE TEMP , � Tf�UCK �flAD { NG. . . �_ _ CU YDS TIWE OF TEST, , , , �: OO J08 °F � N�AT�fd COrv7�r�? , , , GAL�I_D SLUMP- � NCHES. . . . 3 LAB 57 °F NJAT�R-!'E'�.I�NT, , , , _ � RATID FRESN CnNC. WT. . �fE2. 3 t i�F AIR TE�P . AC�'W I XTURE . . . . . . . __ ___ AEA ENT, A I k CDNT�t� T 4. 9 �' �Og l�fl °F _� _ DZ�YD SAMP�_E CUR I NG. . , La�7, CALCIUM CH�D� ICE ,_ j.. WATEH I1dDE�D-GAL.S F'LANT 7-5 JOB 31TE MI X NU�.1E�cR , , , , , , ___ _�__ CEMENT CONTENT. . 5� �k•_ F'CY � , �j_j/1y'� SPECiFICATIaNS . . COARSE AGGREGATE FC''r' � 4 j/'�1"'_,rf� ��ES ! C;►vE❑ BY , , . , , � F I NE AGGREGATE . . PC;Y �}`� SPECIhdEN �vu�reER 112-2 -- 43�7 — -- 44-7 45-14 - 45-28 47-28 �8-dPT ._----- _ __ I- - -- ----- --- --- - --- QATE r�STE [� � 6/16/75 6/16/75 6/23/75_ �/7/�S 7/7/75 , ------ - ----�+-- - ._,,._ - -- -- NVMBER OF DAYS CUREU ' � �j � L� ZE� •'� T �C5 D I MEN51 DP�S� I NCH�.S �T� — — - -"`- — p — S td S td S tc� S td S td STd. CYLINpER-b"J�1 �"� � S�ECIMEf� WE I GHT�PDUNDS 27, 49 27, 54 �7, 50 27. 54 27, 57 BSS_U GEN51 7Y , �_�;_ __ __I40, 0 140, 3 � 140, 1 140. 3 14Q, q AREA DF CY!_ INDER � IN� � �� E � 2�3. 27 28. 27 28. 27 28. 27 2R. 27 STD. CYl_ I A}C�EA=2�� ( N� � �---- —�— 7oTAt 7EST LOAD ,c�oun,os �88404 j 85600 100Q00 ' �14�On 1100�0 canna�ESS � vE sT�E�vcrN ,FSi 3127 3028 3537 4033 � 3�91 SPECIFIED STF�ENGTH F'SI 3000 3000--- - - 3��0 300n f��3000 -- -------z- - + -- --- - ------ -- - - - + --------�---- TYPE OF FFACTURE : � I 3 � DIAGDNAL �HEAR i 1 q � 1 � 1 3y V�ERTICAI ��'t I7 I I - - -r—-- -- -� --------�_ W�- -- — REMARKS SA�t��EO ev S. Schroeder---TESTer� �v �. Mei�r_ _��sIGNED . _ F DRM �-'1 � � COhCRET�IELD T�ST �ND � .� ��`�s"�` �� COMPRESS I V�. S TF�Ef�GTti RENOR� � cabraci��009� �' �`' '�� CL f ENT ND �12-2 � ��.�� C� t�� E_�e N a 112-2-�49-54) P J �x '`�� corvcReTe Co porto Mix wal co+oredo•OY�57 � ��4�' �p7 CQNTRACTDR J•!�_.�er Constrrzc�ion Com�any � PROJECT ��rthwoods , Building T'C" � v� �ail � ounda�ior� -- -�-- n�ln,�(�rl(�1 i'RUCK NO 5Z3 ___ T 1 CKE T ND �3360 � r �.�1 _� ✓ TIME r+AIXE.G 3:40 ARRIV�f?4� 22 PLACED4:40 �_OC,a � � or� o� pLACE�ENT } N s�RUC�'uR� Wall, Grd, to lst Level ; Line A �nd 4+3' � to 12; �,ines 31 & 12 and A to B+12' . _ _ � � CU YpS PLACEO. . . 5Z�63 CU YDS DATE OF TEST , . . . 6✓��75 CONCRETE TEMF . � TRUCK �OADING. . . �_ CU YDS TIME OF T�57. , . , 4� SO JDB °F � WAT�R CDtvTE�IT. . . GAI��LD SLUMP- INCHES. . . . 3�_ �A� S� oF � WAT'EFr—CEMENT. . . . RA7 �0 FRESH C�NC. WT. . 141. 5 F ;;F AIR TEMP � AC��tIXTURE . . . . . . . _ AEA ENT. AIR CONTENT 5, 2 y" �pg 42 oF OZ�YO SArNPI_E CUR I NG, . ,��b• C�ALCIUM CHLORIDE j„ WATER ADDED-GALS PLANT � JOS SITE � MI X NUMBEFt , , , . , , CEMENT CONTENT. , _�"�' �k• �'CV � , �o��l�� SP�CIFICATIONS. . COARSE AGGREGATE ��Y 3�4 3�4'�-{��F nESIGNEU BY , , , , , � INE AGGREGATE . , PCY � �4 SPECtMEN NUMBER I12-2 G9-7 50-7 51-14 52-28 53-29 54-OPT �ATE TEST�O 6/16/75 6/16/75 6/23/75 7/7/75 7/7/75 NUMBER oF ��aYs CURED '1 'l 14 2�; 28 DIMENSIONS� tNCHES StCI 5td St� Std S�d STD . CYL I NUER�b'�X� �� SPECIMEN WEIGHT�PDUfvDS 27. 66 27. 68 27, 54� 27. 59 27. 54 BSSO DE N5 I TY � NC;F 140. 9 14�. 0 140, S �40, 6 140. 3 AREA DF CYL ! N�ER � I N2 �8. 27 '28. 27 28. 27 2�3, 2� 2$, 27 STD, CYLIIVUER=2�,27 IN� TDTAL TEST l.OADyPp�1ND5 82600 �36200 90000 1Q9�00 � lOSdOQ CDMPRESS1vE S7RE:NGYH �F'SI 2922 3049 3I�$3� 3�356 3820 SaEel r� I ED S�rREwG7H �-'� � �000 3000 30d0 300Q 3040 �o _--- --�-- - ------- -- -!- — -- -- 7YPE OF FRAC7�aE ; � � DlAGONAI� SFtFAR 1 1 1 � 1 � � CONE 3� VEf2T I CAI_ SP�_ f T �EMARKS SAd+AP�ED BY _ S__GC�►rOeder TESTED BY �• Meier S I CNED FoRM C-1 I � `� COhCRFT� IELD TFST ANp '�-"�. �., . . � �t-'.+F r�rS� CVc. S7R��:�TN REFGRT ' ` Cokx�Ck #.u�7,,�, � c��xac7.� UlN1' � _ti0J� `r� • ,L`�e7 C;L 1 E N 7 N Q 1 I 2-2 fi i.ag n�0 �-12-2-( 55�60) ` 11�5� s,:vin �sr�nce� ruacJ weN F� � �" �`� G'DNCRE TE C D porto Mix � � �d�colcxed��f7k�51 � � .XJJ 4k� 0?97 COPJTRAC70R `J, A, H�Pr COriStT'UCtIOt! CO3 � S�I� � oundation �'�flJECT �o�thwoods , �uilding °tC" ngineering rRUCK No 869 j i c�C 7 Np V3374 � TIME Mkx�[� 3i15 qpRIVEr;3:A5 PLACED3: S5 ,_OCAIIDr� UF r�LACEME�vT ! N STkUCFURE Columns , C17. C2 4� DZ7, D15 & L�14 ; � �'oat�n�z Lin� 18 & D ta Eiar�d Footing Line E � 18 toJ 15.` � � CU YDS P�ACED. . . 6 CU YDS �%ATE QF TEST . . . . 6/11/75 �pNCRETE TEMP , O -- — TRUCK LOADING. . . 6 _ CU YDS TIME QF TEST. . . . 4 :0� JOB °F � y"dATER CONTENT. . . � GAL�LD SLUMP- INCHES, . . . 2 3/4 �A� 6i o� � NVATER-CFME1'J7, , , , RATRO FRESH C�NC , YVT„ 1�I2. � F �'F AIR TEMP . ADMIXTURE . . . . . . . � _ AEA ENT, AIR CONTENT �. 7 �i,' JOB 58 a� _ , �_--.--• OZ/�YD SAMPL E CUR � NG. . . L�b, CALCI UM CHLORI DE j, WATER A[)DEO-GALS PL_ANT � JDB S f 7� MI X NU�aBER . . . . . . CEMFNT CONTENT, , S� Sk, �:,CY � , c�,�j�L}�� SPEGIF ICATIOraS . . __ CDARSE: AGGREGATE� FCY 3✓4 j�4'�..�4 �� SI raNED �sY , , , , , _ F' I NE AGGREGATE . . FCY }�� SPeC_I r�E� _NUnnREF 11.2-2 - -- 55-7 56-7 57-14 5�-2� '",9-28 60-OP'i' C -- -- - ----� - — - - --- - - - --- DA7E 7EST�t� -- � 6/18/75 6/18/75 6/25/75 7�'�75 —19 7� NU�ISER OF DAYS CUAE[� ',1 '7 14 2� 2� DIMENSIOI��S� Er�(;HES - __��a sta � sta sr� Gta STD . CYL I NGE�=C�'�X1 �" � I SPEC I MEN WE I GH7�POUNDS l 27. 67 27. 75 27. 74 27. A� 27. 77 T�---- --�_ — ----- - BSSU a��s � �rv , �-i�;F _i ' 140. g �141. 4 141_. 3 14�. 8 1�11. S AREA o� CYL I NotR , I sva 2$. �-� 2�. 27 28. 27 28. 27 2�i, 27 STD , CYl_ 1 N[3�R=2�S,2'� I �d2 TOT�aL TEST LOAO ,POUNQS 96200 960�0 v 113fl00 11�000 11900� COMPRES5IVE STR��GTH ,��SI � 34Q2 �� 3395 u 3997 � 4Z7�4 4209 SP�.� I F ( ED STFtENGTH}f�S� 3��Q v 3�1�� 3��a �� J�Q T Y P ��- —f -------�- —---_ � - . E fl� FRAC7URE : 1 �J D I AGOt�AL ;;HEAR � 1 � 1 1 1 1 2 ) coNE 3� VER T I CAL. SPl_ 1 T ----- --- � -- REMARKS � _ _ SAMPLED �v s._ Schroeder TESrte� �Y G, Manzari--' —S I �r�Eo Foknn C_1 � I . � CGNCHFT� I ��_ T �r o �:sz nr�o . . a,-'". '.,:�._' .k" C0:�1F'RE:SSdVc.- �TREN�TH �FFORT � �_Y�a��k_• �}ru�K��; � �I r��.; (�J1i . ul.� `�at, �7 CL I ENT Np _112-2 j+. l_AE3 NG 11�-2-� 61��i6� � � 10�� xx,th !r�i��tege r�5arj wrtSt ,�..-.s � J r"�" �d COrvCRE7E CD g�rto MiX ��n•F� .a1 u�lcxoc7c C1'�bS; J ,�,� 3liJ 4� 0297 CONTRAC70R _J. '4. �3�C32� GOI15tT'LiCtiflt"1 CO, V1 5�1� � oundation �'�o�E�Y ��o i Ch��fo�s,�F3u ilc�in� "C" ngineering rR'�cK `�o _�11 _ __ T � cKE T �vD �3381 �� ] TIME '+1 ! ?' �( �:2� _AF�RIVE�iJ-:45 _pLACE:% 2:20 �iI `�cn7it�,�, uk p�acEM�raT ir� sT�uczur�E Wall L�np Z8 � C to Ca-6' ; Calumn -�. _. ---------- � Pad C-11-12. ----- �--- - - -- -- -- - -----__-___��- - ---- ---_— --- -- � � CU YL�S P�ACED . . . 7 CU Yp5 GATE OF TES1�, , , , ��12�� CONCRETE TEMP . OTRUCK �.pAIIING , , , � CU Yp� TIME OF TEST . . . , �� JDB °F � YdATER �;ONTEfvT, . , _ GAL/rL� SLUMP- I NCNES. . . . 2 �A�g 63 aF � WATER-CE'�AEN7. , . , RATIO FRESH CONC . WT„ 1�4, 4 � ;F AIR TEMP , AC?MIXTURE . . . . . . . A�A ENT, AIR CON7E:NT 3. 6 �' J086C °F , OZ�YD SAMPI_E CUR I NG. . . �'�b• CALCIUn� CH�.ORI �E ;t_ wATE�c � DED-GALS_ ur.AN7 l� JDB � iTE MI X NUMBER . . . . . . _ CEME� ONTENT , . 5'2 �� FCY ' � , j-��11�� Sf�ECIFIGATlQNS. , _ CDARSk AGGREGATE �-CV 3 � j��4+"_ff�1 C�ESI GNECi 8Y , , . , , _ _�_ F d NE Ac;GREGATE . . PC:Y � �j4 SPECIMEN`Nl1MeER 1I2-2 �JI-7 r C2-� �E3-14 -- --_ --� `-- - - ---- - - - -- ----- - DATE TESTED ' ��19�75 5�1��5 6/26/75 NU�'NBER OF DAYS CURED �j '�' � �1 2�; ��$ � 1 MENS I ONS , 1 h1CHES Std Std S�d STD . �GYL I NC)ER=f.��X 1 �?r" � SP�CIM�:N WEIGH7fPUUf�l�S 2S, QO �7, 95 2�, 99 � BSSD �Er�St 7v , �(;F� 142, 6 � 142. 4 142. 6 � A R E A 0� C Y L l N[]E R � 1 �z — - --- - �-- _-- -�- -9_�_ ----- �____- -- �� 2�. 27 � 28. 27 28. 27 STO. CYL � fV�)EF+=c.�.�,2�7 1 N�I TDTAL TEST �_oA�,��oUN�,� 95400 9�aoo 1d6500 COMPR�,SSIVE STREN�TH�P;; I 3374 3431 3767 SPEC ! F I ED STRENGTN�F S I 30�0 _�3000 _ __3OOOv I TYPE 0� FRACTUFtE : � 1 1 1 � 1 � 01 AGDNAL ;;NEAR � 2 } CorvF . � �} VERTICAL S�!-I T -- - -�___._._ ^�. R E nn a R x s � _ ----� — -----� --- - - � - - - -- - --- - --_ __ _e----- ---- -- -- � � d�nP�Eo ev _ S. �chroeder G . Mar�zari _.___,s t r,rvE_ _� ------- � 7ES7EC' �Y ' r, � OF�r� i;-1 � • � • � � �J CONC�E?�:F1 - `D 7EST ,�P,D �Y ��` ``''.-• ��*,� �`:;',!F'Rr. SS I V�. STREt�GTr� ��-ORT ` L ,:��vr�Ck., °*YUx�. � 01�XAC�� 'I.'' �� ' x'`�� C� I E M T ra o . 112—2 �` +0.�i soucn truxoc�z �oacj �sc �_a e N� Z 12-2�(6 7-72) p o b�x �a CorvCRETE � o �'orto Mix. . � M�i val cdrxacio (}IbSI - � r��l -'' �.'� a� 0��v� COfVTRAGTOR 'T-'---�' HYder Construction Co. � ��;1� V oundation PROJECT Northwoods , T��ilding "C" (��I�1QQ(I� rR�;c�c rvo 869 __ r r c�sE r rvo V3387 �/ ) TI '�A� '�11XE� 2_:�� ARRIVEF;�: O� PLACE!�_�: �0 �� Calurnrt C-13 C-15 D-11 �-12 & D-13. �OCATIdr� pf PLACE�ENT Itv S7FtUCT�FtE � � + � --- -- — ------- -- -- ---- -- - � CU YC1S �'LACED, . , 3� CU YUS C�ATE OF 7�ST, , , , 6/13/75 CDNCRETE TEti1P . OTRUCK L.DAD I NG. . . 3� CU YGS TI 'AE 0� TE;5T, . , . 3: 15 JOg °F � wATEfd CON7ENT. . . GAL�LD SLUMP- I NCHES. . . . � 3/4 �AB 68 °F � WA7E�t-�CEWtENT. . . . _ RATIO FR�SH CDNC. �VT, . 13�•8 FL;F Aik TEMP , ADM17cTURE . . . . . . . � AEA ENT, AIR CONTE:NF 7, 4 � JOB 71 °F _ �Z�YC) SAMP�_E CUR I NG, . . �`�b• GALC Y UM CHl_OR I DF _____ 3, WATER A�)p�D-GA� S_ PLANT � JOB � I TE Mix NUMBER . . . . . . CEMENT CDNTENT . . ? �k• F'CV 1 , �, 4" __ � }� SP�C I F I CA T I OraS. . � __ COA�tSE AG�GRE�A TE • FCY 3/� ��i"-{��+ [7�� IY,t�EG i�'� . . . . . _� _ F I NE AGGREGATE . . , F(;Y ,�4 -___ — --- SPECIMEN rvun�gEk 112-2 � 67-7-- - 68-7 �- 69-�Q- -- --- ----- -- — --t � ..__ __ s__ - - --- - -- - DA7E TESTE[] 6�20�75 6�2��7ti 6�27�75 - --- -�- _--— - --- - - - ---- fUUMBER OF DAY 5 CUREO �� J 7 � 2�S 2�5 �._. __ ---- --- } -------- DI �nEN510r�S , INCHES I �� td � Std T S T 4. C Y L I IV�D E Fd=b'�1S� �� ' SP�CIM�N WEI �FiT �POIl�tDS 27. 27 , 27. 29 27, 29 -- _- _ � --- BSSD o�NS � fiv , N�� 138. 9 E 139. � 139. 0 --_ ------- -- -- -- — -- �----- - ------ AREA QF CYL. I NOER � I N2 2�3. 27 i 28. 27 2�. 27 STD. CYl_ I NGEF�=�ti.27 1 N�-� - -- ---- -- _, TOTA� rES7 t_Dna ,�ouNOS 7�4d0 i 78600 536Ob CpMaRES51v� 57REr�GTH,F-'� I 2��3 2�A� 3310 • SQeCI � IE�r sTRErvCT►+ r-S � 30d0 300Q T 3�00 , _ ��___�.�- --- .___ ------ - TYPE 0� FRACTURE : ! 1 I „ 1 1 � DMAG�NAL SHFA�? `L � CDNE ' � j� WERTICAL` ;iPi I T 1 __ � _ R E M A k K 5 --- ---- - -- - - -- -- - - - ---- - '�No visible exterior failure marks. SaMP�Er� �4 S, �chro�der 7� ; TEr; �:v G. Mar�zari Slr,rvEO F 0►�M (;-1 � � C�ttiCRFT�I ELD TFST r1PdD � , � �� '"�'`' :�`-' Cv�"Y1F�RE5S 4 Vc.- STRErJGTH RE�ORT �1. ,�kv�x. ��,.��, � cC�xxk, +l�DQ1' :�} �' x"�' C L I E N T t�0 112-2 � t_a H �v o 112-2-( 73- 7�} 1«1 S��th �r;��lA�t rr�c�c1 w�ZSt ,� U �x xkta CprvCRE 1�E C � _nPorta Mix va1 �_o�o�odc% C}1651 ,�� ;X)� 4�S•02�,' COfJTRACTpR _J. A, f� er COI1StxUCtiOri CO. � � SUf� �7 oundation wR��ECT _ �orthwoa3s , Buildzng t'C" ngine�ring T�UCK NG �13___� TIGKET ND �33�� ri uE ��r � xE�, 9: 5� _a�� vE,;10' 22 �,�_ACEo 10: 30 �OCATION OF PLACEMENd IN STRUGTURC � --- --- —-- —-- --------- -- — ----- --- � GU Yu`.� F'LACEQ . . . ?/ �� CU Yp� �7ATE OF TEST. . . . 6I16�� CONCRET� TEMP , � 7RUCK LOAOING. . . � CU YDS T � ME DF TEST. . . . 11: ZS �pg p� '� wAT�Ft CONTEt�T. . . _ GAL�t_D SLUMF�- INCHES. . . . 2 �aB �2 oF � WATER-.CE�,��r�Y . . . . _---- ------ ;ario � �� sf+ rc��c . r, - . . 143, 5 . , a � � TE�nc� , AC'� IX7URE . . . . . . . -- ____� __ AEA �NT . AIR COt� TEIVT 4. 6 � Jp8 �6 oF � ----- - OZ/ '!l) SAMPI.E CU�' 1 NV. . . I,c7t?�--- ,--- CaLCIUM c�HLDF� IC�E ____. ., ►UATCFa A[;DEC�-GAl_ � _ :'I.APyT 3� JOrs � I T£ MI x N1��.1HEF� . . . . . . -- --- - --- c'EMF'N7 CDr�TEr�T, . _52 `=�C. r �'Y � 1 . �- j�4n SP�CIFfGATIE�ti`_, . . --------zT-- CUAR�E AGGR�'�AiE� _.�_ rC:Y _�l `� �IL;n-�{�f, � r��: �� I �;N F:C� d Y . . . . , --- — --- F I N E A G L�i�f,A T c . . _.�.`_�_. �L'� _ �I� - - - __ -- - - - -- _ SPECIMEi�I NUM6EF 11`1'-� ' ��-�i 74-7 �S-l� DATE TESTEn -__ - j �/23/�75 G/23/75 6/30/75 � ---_ � - - ------ NUwBER oF ��AVS cuREC:� � _ -�r-- - -- �' -- � 4 -- -- �b s- ��S - � � Mervs � or�s , � rvcHE s Std `�Cd �td STD . CYL i NDER=h�'X� �� L sPEC � nn�N wEi �r+r,POurvos 27. 66 27. 69 - ---27. 72 _ ` BSSD DENSI TY , �-CF 14Z. 0 140. 1 1�1. 2 AREA OF CYl_ I NpER , 1 N'� � -- - ------ �— 2R. 27 28, 27 28. 27 S7D. CV�_ i r�t�ER��t�,2'� I �•�'� TOTA� TEST LDAD ,POUNDS 88000 89�00 10400� COMPRESSI VE STRE.M1tGTH ,FSI 37.13 3148 3679 --- - SPEC I F I ED STRENGTF�yF � � 3000 300� 3000 TYPE DF FRAC'FURE : � � � DEAGDNAL SMFAR I Z� CONE � �� VERTICAL_ SPLI T - -1 - --T -`- --- - -- REMARKS T, Mei2r �-- ---- G. Manzari- - ---��------ -- SAMP�ED BY - - ---- --.,_ �_�TES7ED [�Y --- --- -- -- --- SI GfVED --- — FDRM (;-1 � � CflNCR��I FLD 7t.ST AND � .� � ��'�`x" �"�`� Cfl"vtPRF�;S I v�, STRr P�GTH RE�flRT � ��a�� }Q,1 y� ��d7 C L I E N T N O 112-2 � ,r�.3, ��n f«�,�� o�i �u �.n� rv o 112-2-�79-8�) p r box '(,�1G CONCF3E7� CO POI't0 �"ZiX � � val c�cicradc,•Obs1 ,�, 30�•4l5•0?4. CGNTRACTpR `�_-�. Hyder rOf1�f�I'UC�1011 COfllp�3tl�l J North,aoods Buildin Soil � aur��atEon �R°��T --- -- � "�" c� -- ngineerir�g TRUCK rvo _513 _ r i cKE r rvp V3�09 � riM� ,,nix�� 2: S1 AaPiveo3� 1�_R�_ac�c3: 25 �oCATiOr� oF P�ACEMENT IN S7RUCTURE Columns B, Lin� 5, 7 &�, Column L:n•_� � C-7 Column-CTS. - --- --- " --- — -- �-- � � CU YDS F'LACED. . . 4 CU YOS QATE DF TEST , , , , 6��7�75 CDNCRETE TEMP , aTRUCK LOADING. . . 4 CU YDS TIME �F TEST. , , , 3: 55 JOB QF �C WATER CONTENT. . . GAL�LD �LUMF'- INCHES. . . . � �I� �Ag 65 oF � WATER-CEMENT, , . , RATI O fRESH �pNC. �"I�T. . 1�12, 3 F �� A ( � TEMP . ADMI XTURE . . . . . , . � AEA Eh�T, AI R CONTEh1T 5. 2 ;r, JOB 72 °F OZ�YD SAMPLE CUR I NG, , , Lab. CALCIUr� ChLORIDE �; wATER AoDED-GALS PLANT � JOB SiTE MI X NUMBER . . . . . . CEMENT C�I�tTENT. . S? ck• F'CY � . 5..��1�� SPECIF ICA710NS, , CDARSE AGGREGATE FCy 3�4 j�/�yn_#� [�E51r,NED BY , , . . . FINE AGGREGATE . . _ PGY �� SPECIME�V NUMBER 122-2 �9-� RQ-� �?1-14 DATE TESTED 6�24�75 �i/�2�1�75 7�1�75 ' NUMBER Df DAYS CURED � ;� �4 ��S 2�5 DIMENSIONS� INCHES � Std Std Std s�r�. cr� i n,��eR=F��XI �" � SPECIMEN wE 1 GHT,POUNdS 27. �7- 27, 72 27, 7F3 BSSD DENSI TY , I-CF 141. S 141. 2 141. 5 . AREa oF cv� � N�ER � INa 2A 27 28, 27 2�, 27 STD . CYl_ I NUER=2f3.27 I N2 TOTAL TES7 LDADsPOUNt�S �720p 91000 101(700 COMPRES51 VE sr��Nr;rH ,F51 3Q�34 3218 3573 SPEC I F I ED STRENG7H�f'S1 � 30�0 �3000 3(700 � TYPE DF FRACTURE : � � DIAGONAL SHEAR 1 1 1 2 ) CDNF �) VERTICAI. 5P� 17 REMARKS SAMPLED BY G. Mdf1ZdT'1. __TESTED 6Y G. Manzari 5lGNED F DRM L-� � . � � � CONCRFT�IELD TFST �ND , � � ��*_`t�� "°"� CO",�FRESS I VE STRE��GTH REPJRT � �da�� J0�•5�,' k�d7 G� I E N T N d 112-2 � 10�1 sr�u�h araxoge �o�ec1 w�ts� I.A B f�D ��-2-��5-�0� p o b�x f�kl4 C O N C R E T E C D �'c�r t fl M i x ��_ '�r vt� cdorecb•{Y16.5J C? �=.'- �� d�'�� CONTRACTOR J. A, H er Construct'ion Co. � ---�----�--- � � S�I� L7 oundation �R o��c 7 �4T�thwoc�d s , Bu ild ing "C" 7 ngineering TRUCK NO 5�-�� T I CKE T ND V�429 � TIME Ml XE:D 3: 16 AF�RI V�D 4:�� PLACEC�: 00 �OCAT i DN pF PLACEMENT I N STRUCTURE W�=11 oil Lirie 18 bztween D-E ; Wall on � 3A be rween B-1 to C-1. � � �� CU YC)S PLACEb . . . 3�/�3 CU Y�S DATE OF TEST, , , . �/��D/�5 CONCRETE TEMP . OTRUCK LOA� 1 �1G. , . � CU YD5 T I �!E OF T�:ST. , . . 5: 00 JOB °� "� WATER CONTENT. . . �pL��_D SLUMP- INGHES. . . . 3� LAB 6a °F � WATER-CE�IEM1�T, , . . RATIO FRESH CDrvC. I+vT, . 138. 5 : cF AIR TEMP . AQMIXTURE . . . . . . . �, AEA ENT. AIR CONTEh1T �i. F� 5� JOB 54 °F DZ�Yp SAMPI_E CUR I NG, , , Lab. CALC { UM CHLDR I DE j„ YUATER ADDED-GA�.S _. PLANT � JOB S I TE N! ! X NUME�ER . . . . . . _ CEMENT CONTENT. . � �k• PCW � . �-j�� SP�CtFICATI ��S. . _ COARSE AGGREGATE F'CY ��r ��4'�..�4 nESI GN�,D QY , , , , , `__ F I NE AGGREGATE . . PCY /f4 sPec � MEn, Nu�gER 112-2 85- 7 86-7 87-14 �3�3-2�3 89-2� 90-Op� DAT� 7ES7Ep 6/27f 75 fi/27/75 7/Qf 75 NUM9ER OF pAYS CUREU J ) 11-1 2t1 l�5 DIMENSIDNS , INCHES S td S td S td sTr�, ev� i rv�Ek=b"x32�� SPECIMEN WElGHT�POUNDS �6, 82 2'6. 44 �5, 84 85SG UENSI TY � I-GF 136. 6 , 136, 7 13G, 7 AREA DF CYI I NDER � I N� 28. 2� 2�. 2� 28, 27 * STD, CYI. ! NUEA=2�,2 f I fV` TOTAL 7E5T LoAU ,P�urv�s 72000 71200 87800 COMPR�SSIVf S7RENGTH �PS � 254( 2519 j]'Q� SP�C I r 1 �D 5TRENGTHLF ; I _ __ ��Q�_ 3000_ 3000 TYPE OF FRACTURE : � 1 � 1 ) � I ACQniA� S+�EAR � ) CONE �� V�,R71 CAL SPl f T RE�tARKS "�'No vi5ible extPrior failure marks . � � ;iAMPLED �r G._ Manzari�, TE�TE� gYG, Manzari s � crvE� F oRM C-i ' • , , � � CGNCRFT�IELD TFST n�D _� ��`�'��"!�� "e COMPRESS I VF STf�E1VGTH REPORT � cob�ado 00917 �s0�1• �t> �a7 C L I E N T N 0 112-2 � t_AB rvo �12-2-(93-96) ffl�1 samh froncec�e road wv2sr p o. bc� 1�4 eQNCf?E TE C(3 �'orto Mix va1 colorarb•Otib.57 ��'`��p� CONTRACTOR J, A, H er Construction Company �� r - ---- V� ��I� �7 oundat�on pROJECT Nor�hwoads , Buildingt'C' ngin2ering 7RUCK NO 521 TICKE7 Np V3�+45 � 'r t M� �� xE�� 9:45 aRR i v�r.,10: 15 p�acE�O: 30 l_DCAT I ON OF PLACEMENT 1 N S7RUCTURE Apd�'tment A FO��iri�5 . �1 '� CU YDS P�.ACED. , , ��15 CU YDS DATE DF TEST. . . , �I2��S CONCRETE TEMP . � TRUCK LOADING, . . � CU YDS '� � M� OF T�S7. , . , 11: 30 . �oe °F � wATER CONTENT. . . GAL,�LD �LUMP- INCHES. , . . 2� LAB �� °F � WA TER-CE�AENT. . , . RA T I D FRESH CONG. WT. . 143. 2 F CF A I R 7EMP . ADMIXTUF?E . . . . . . . — AEA ENT. AIR CONTENT 4 � JOB 8O °F OZ/�YD SAMP(_E CUR I NG, , , �'�� CALCIUM CHLORiDE `�,: WATER AbDED-GALS Pl_ANT �� J09 SI 7E MI X NUMBER . . . . . . CEMENT GOf�TENT. , S� Sk. ��Y � . 5-j�J�„ SPEClFIGATIONS. . COARSE AGGRE6ATE F'CY ��r� 3��'�-j�� O�SIGNeD Bv , , . , , FINE AGGREGATE . . PCY (�� SP�CIMEN r�uMBE� 112-2 91-7 92-7 g�-�4 OATE TEST£0 7�I�75 7�1�75 7�8�75 NUMB�R 4F DAYS CURED 7 7 1 � 2�i 2� OIMENSIONS� INCHES ��d �td S�d STD . CYL I h10ER=��X� �� SP�CIMEN W� IGHT�PDUNDS 27, 84 27, 65 27. 71 BSS� bEN51 TY � PCF 141. 8 140, 9 1�1. 2 AREA D� CYLINpER , INa 28. 27 28, 27 28. 27 . STD, CYl_ I NpER=2�.�'� I N2 70TAL TEST LflADiPpUNDS 916�� 91F�O0 IOf300� CDMPRE5SlVE STRENGTH �PSI �24� 3247 382� SPEG� F I �D STRENGTN f'S l 3000 3000 3�00 TYPE QF FRACTURE : 1 � � 1 � DIAGONAL SHEAR 2 ) CorvE �� VERTICAI. SPLIT REMARKS SAMPLED 6Y G. Ma[1zr7ri TESTED BY �'• M�n2a�'i � [ GNED F oRM c-1 . � , � • • CflP�CR�T�I ELD TFST r�N� � : �'��`rx' �'�*_k C�J"�1PRESS I vr. �TRE��G�H R�F�flRT r �!q�� :c�Urcxjc,•U[,x:1? 1Q.3� 5�, ��N9? CL I EN7 NO 112-2 � t_Ae ND 1�2-2-(97-1Q2) xlJt >c,:�n ��a,�a�z ��xd �au � ° `JO" �a COrvCRE TE C D POrtO I�1X .r1 cniorado 01G51 ��;,; x�3 a� 029� CpNTRACTDR J, A, IIyder Constructior� Com�any � - --- - --------- Soi� � oundatian �RO,�ECT �O��hwoods , �uiZding "C" � --a--- -- (1�1(1QQ(I� rRUCK rvU _�69. _ Ti cKE r n,a V3459 �l J T 6 Me M I XE[, 12: 3R q�� I VE�;_12: 4C}>LACEfJ �i/ - � o�a� � ara pF P�ACEMENT t �v S7RUCTURE �'d�ls for RpartmAnt A, � --��___. � _— � --- - � C:U YGS F�ACED. . , ��22+ Cl1 YDS �ATE OF TEST, , , , 6�2�� CQNCRETE TEMP , O7AUCK �UAQING. , . � CU YDS TIM� OF TEST. . . . 2: 30 J08 °F � NIATER GONTENT. . . _� GAL/�LQ SLuMP- I NCHES. . . . 3 LAB �� °F � wATER-CEMENT, , . , �A710 FRESH CONC . WT, , �-a�• 6 F (;F- A IR TEMP , ADMiXTURE . . . . . . . _ AEA EN7. AIR CONTEN7 3, 2 5,' J08 �� °F OZrYD SAnn�p�_E CUR 1 NG. , , �ab, CALCIUM CHLDRI �E ,�'. WATER ADDED-GALS PLANT �S J08 SITE M I X NUMBER . . . . . . CEMENT CONTENT . Y S� �k, FCV 1 , j_ j�1L�� SP�C1F tCATI [?NS. . CDARSE AGGREGATE F�Y 3�� }��l'�_�j1.1 DES � GNED BY . . . . . FINE AGCREGATE . . FCY }f4 — �-- a --- --- - - -.�A_- -- � SPECIMEN +�uMeE� 212-2 97-7 9F3-7 oAT� r�sr�:n 7/3/75 7/3/75 NUMB�R OF pAYS CURED j �j � �} �:�) ,ZcS DIMENSlONS� INGHES � S td S td STC�. CYl_ I N�ER-U"T.l �" � SF'EGI MEN WE I GHT�PUUNDS 27, gS 2H. O2 SSSG DENSITY , �CF 142. 4 1�2. 7 ��- - —-----t------------- - _ AREA DF CY� I MUER i E N� 2`�. 27 28. 27 sTO. cv�. i r��w=2b.2'7 i r�� TDTAL 7EST L_UAp�PDUNG5 BfOOD f3R000 CDMPRESSI VE STRE:NGTH�F� I 3042 3�12 SPECI � I �C 5T�7ENGTH F-� � 3��0 3�00 --- -- -- -L ,._ _1_ . . __ - -- - - -- - ---- TYPE �f FkAC7URE : i 1 � � I AGDNA� ::ii�AP I 1 1 � ) CON� ! I �� VER T I CAI, �F}l I T.. . _ _l.___.e _�_�_�� - - -- - --- REMqRKS ---- ---- - - -- _ - - -----------_--- - --------- SAMPLE� BY _ r',, Manzdrl TE�TE�i 6Y C• Manzari SIf�NE� F oRM U-1 I . � � � � ' CQ�CRET�Ir�D TFST nND a��' '""'"" �*Ke CL".1F'RESS I Vc STR�NGTH R�NURT '` colaack �{r u�c}, � ,c�k-x arir, Q(�J 17 -3('.� `� �a) C L I E N T N O 112-2 � i_Ae rvo 112-2� ( �.03-10li) tQ3� sou�n traxege roa�d west ..� P ° b°" t�3a GONCRETE CO POrCo MiX ��.� �al cdoracio•(71657 .w=,"� �3�a��°"a� C�NTRACTOF �• R�__I�er Construction_Co. �J �� ounc�atton �'R D J E C T Nor thwood__� B u i 1_1 ing '�C" S . . --- ngir�eering T�uc� r�o S13i TICKET �vp V34€�5 {) ) T I ME '+11 xE.[ 9: 37 ARR I VEC1p:0� PLACEC'10_1.5 , �i� 2nd FZoor Sl�b from C Line to E Lin�� dCAT IOra DF P1.AC�M�N7 I N STRUCTURE � � i�-13_----- ----- ---- --- -- .- R� � Cl1 Y(i5 PLACED . . . 27I35i' �U YDS DATE DF TEST . . . . 6��O�7S CONCRETE TEMP , � TRUCK �DAD I NG. . . 7 CU YD5 T f ME (7F TEST , , , , 17 : 3O JOB °F � i^�ATER CDN7E�7 . . . GAL�LD SLUMP— INCHES. . . . '�� LAB �fl °F � WATE�+—C�!��NT. . . . RATIO FRESH CONC. WT, . 't (�F AIR TEh�1P . AO'�11 X TURE . , . . . . . AEA ENT, A I R CDNTENT `�. % �i �Qg �G oF DZ/�YD SAAkPI_E CUR a NG. . . L�;b, CALCI U1�1 CHLORI DE �'..; WATER AC3pED—GALS` PL.ANT 10 JDB S I TE M I X NUMBER . . . . . . CE�ENT COfvTENT, , 5� �� F'GY � . �—�� SPECIFICATIONS . . CDARSE AGGREGATE FCY 3�� 3��'�—/#�F 1�E51 G�JEC� E3Y . . . . . F I NE AGGREGATE , , PCY jf� SPECIr,nEN NUMBER 112-2 103-7 ] Q4- 7 10>-14 106- 2F3 107-2�3 1.0A-OPT OATE TESTED �f��S 7/�7�77 NUMBER DF DAYS CUR�D �� 7 1� 2� 2� D I MEN51 OrdS� I N�HES c�d ct� STD . CYl_ I NCSER=b«i�l �� SPECiMEN WEIGHT�P4UNOS Z7. Q4 2�, 29 BSSD D£NS I TX � NCF 137. 7 139. 0 AREA OF CYLINDER � � N� ��. 27 28. 27 STD . CYI_ I N�E�=��S,27 I N2 TOTAL TEST LOAD �POUNDS �1��0 72000 COMPRESSIVE STFiENC;TH�F`SI 2539 25�7 SPECIFIEC STRENGTH r5 � 3�1�� 30�� TYPE OF FRACTURE : I � 1 } p � AGONAL �HEAR 2 } CQNE �} VERTICAI_ SPLIT REMARKS _ �AMPL_EI] gY _ Ci. Manzari TESTED BYG�1`��riZaT'1 — SIGNED --�--- FDRn� (;-1 � . � , ' • � . . . �ir.h�ichs�i I��r,� �gril 12, 1989 fire l�I�h�1,T��vn vf V�1 O�l#2�Test�±[ea�o��ri�re Vail.CO�lfa�7 D�ar l�[ike, Thi;tetter is intende� ro he part vf v�ur submittal for pians ta modiiy the eaisting fire A€�rn S��tem.�t the Pinos�1 Narte Can�domini�srns. 'fh�basie int�t af aur mcadificati+m is to ehenge th�e existing Systcm Smoke Detectvrs, �r�ich �re io�ted in the in�ividuai C�ondominium TTnits, to Singie Stati4n Sffioke DetectcKS.�ith int�raT 5vurtd¢rs. and isol8�ted Sp�tem Heat Detectc�rrs.Th� lo�ations of these Detectars may char�ge siightly; a�d additios�al Detectors m,ay t� a�3ed, �+ithin the P�nits, to cvmply �►ith NEPd 74 recammcndations. Smake Dete�ctors �hictt az�e ic�cated an tl�e same ftoor of a Unit, �riil be c�rigure4 ibr 't$ndesn' operatio�n. In some �.�nini-soun�lers�rill be added vithin the Qnits.to as�tre suf�'icie�nt audibilixy. �he existing&�lis, laca�tcd in thc Hell�vay�s, �ill be che�riged to Eir� Horns,�d Spstem Ssr��rke Der�ectr�rs �ritl be a�deG, on 40 foot spacin�, in the Commvn f��l�ra.ys af the S'uit�ing. Sp�tem He�t I�cete�tors �i11 t� 1ocsRed in the I�fe�hs�ic�al. Electrieai. and Laundrp Rr�oms. �inally, tfit� existing Fir� Alarm Fa�el �riii be repiaced, �xith a current m�del, �rhich �itl inciud� Cla�s A Circvitry for the �aterflorv Zones, and Alarm �erifi�tian Circnitr�r, far zh� System Smoke D�tec#ars, located in the Hall�raq�. The existing Zcaning�rri11 be maintairie�d. Ail�riring in the Gsrra�ge Level�i11 be in ezis�ing ar ne�conduiL On t�e Lev�els abave the Garage,existing �riring srill be t,ised, prooidryd that it cars'ies a '£PL 3Qi19uIi 1�]5G' ratin�_l,np ne+s�irin��►ill be instaile��rith thi�type Fire Atarm Gable. P.O. Box 534 �Avon, Colorado 81620�303/949-4638 . ; • � � - fi�1'�T�'t�;11�f�.G� �rnar�1�Yvrze,�� T'he fatla�ing is�'Fs�ge-by Pa�e�descripxion�af xhe�ork invaleed : Pa�e £1: �Garage Le�ei Yeat : Add Syst�m Sm�aka Uetector in Ei�ev�r.or Labby. Add Rate-of-pi�,fiHea.t Dete�tors, �rith �emvt� Inclicarors, in the Elevator Eq��ipment, Ele�ctt�s.c�., and �orkshvp R�oms. Ad�J Fixed Temperature Det�ctors, erith Rem�t� Indi+�.?c�s, in the Boi]�r �d I,aundry Roams. Rept� Fire Agarsn Pa�e1, an� insxail s�ition�i can�uctors, in eai�tiag C�anfizit, to prQVid� G1e�ss A Circuits fnr �atpriYo�. Rppi�e 8�11$�rrith Horns. Eais�ing F�.�i Stations�v rem�in.All ne��irin�in this ar�. to be in.Vt�li�d in coriduit. P�e �2 : &ereg� Levei �gat : Replas;� B�ils xith �Ivrns. Eacisting Pull Statims to rem�ira. Pag� F3 - i�t ��ouir �ett : Add Sy�t�e�n Smoke Detectvr, ir� �rri�r. Chsa�ge S�il ta Hvrn.�ustix��Pu1.1 Stati�ori to remrsan. IInit A : Change e�is�in� Sy�tem Smoke D�tectar� ta Locai Smake Dete�tors, �ith Souflders, en�d Isalated System He�t Detectors. Ad� a L�a] Smake Deteetar. �ith Sound�r, �nd Is�lax�d Sy�-�em He�t Detector, in the 'back' Bedra�m Area. Add 3 �Iini-Sv��es�s inside �m Areas. All �vices to sa'�nd ag La�ca1 o�s� G�rxerai Fire Alarm. �a�e F4 : ist Fivar �est : Add Sp�tem Smvke Detectors, on 40' (or less ) sgacing, in Garridcrt. Change Bell xo Horn. Existing P`uti Station ta remarinn. Remov� Existi�g Remo?e Annur�.ci�tor. IImit C : Ck��nge eaisting System �moke I)ete�tor to Loc�i Smoke D�tectar, �ith Sc�urYder,a�nd Isotated Sps1tem Heat Detector. Ad�l a L�al Smoke I7�etectcrr,4rith Sou�der, end �sola�t�d Sgat�m Hc�t Detectorr i� tl�e 'back' Bcdroom Arcc�. Bvth devic�s ta sa�nd o�I.ocai�r Gener�l,Fire Alarm. t7nit D = Cl�an�e exi�ting Spstem Smoke I}et�ctar t� Loca�l Smoke Detector. �ith So�x�der, and IsQlated Spstem Heat Detector. Add 3 lUiis�i-Sou�d�rs inside Bedr�aom Are�s.Aif devices ta so,md on L��al or GenPrai Fire Ala�rm. IInit E : �hange existing System Smvks Detectar ta Locai Smoke Detector, �ri?b Soundpr. a�nd Isolated System He�? I?ete�;iior. Add l�ini-Sounder ir�sid� �edro�m Area. &�th de�ices ta sour�d vri I.ocal or General�ire Al�rm. Qifice :Add Rate-of-Rise Detector�ith R�mate �ndicator. �[echaflical �oom behind 4ffice : Add Fized iemp�rature I)etectar �rith Remote Indit�tot`. . � - . • i 1F�r.t�1'tLhe�l�Fl��e Ftrtar,�1�'ort�;•',�e � , P°�e F5 : lat F�oor E�st : A�d Spst�m Sm��:e Detectors, ari 4il' t or less � spacing, in Corridar.�xistin��ull Station t�rem$in.Remo�e Existing&ell_ Uait E : C�xang� ezisting �ystem Smok� Detectvr t� La:�i S�t�ke Deteetor, �►ith S[lU�ltdBt, 8dld ISA1�tE'tl SpStE� H�ett I?BZBCtlIT, Add 14��Ai-iQliQdEf IflSi.(1� B�Ch'U4IA ATeB� BtIL�I d�V1�S t0 SOUl1�Oil LOG�1 01"�i@i]�'8l1 FSf'@ A�BIt'I�. Qait G : No Devic�s la�ated in the Li�g Ro�om ar Kitcben Area vf this IInit ( Nn s��ping on this Leee1 }- Pa�e £6 :2nd F].vor �est : Ad� S�stem Smoke Det�ctor. in Corr�dor. Char�ge Bpi1 t�o Aorn_Ezis�ing Pull Statian to reaa►ain, IInit 8 : �Change e�istin� System Sm.oke T�tectors to Local Smoke Detectors, �rith So,�nders, and Is�lated System fleat De?eet�rs_ A�Jd 2 Mini-S�unders i�d� Bedroam As�s.All�eYices to so3md on Lvcal or Genera�Fire Aiarm. Psge E7 :2nd Fiaor Yest :Add Sy�tem Smoke Dctectoss,on 44' � ar less } spacin�,in Curridor.�hang�8�11 to Horn.Ezisting F�1�t�ti�to remain. �nit C : Ch�ge existing Sp�em Ssnok� 1}etector to LQCa1 Smake D�teetor, �rit�t Sounder,a.rxd Isal�ted Spstem Heat D�e4ector. Tlait D : Chaa�.ge cxisting Spstcm Smoi�e Detect�or to Loc�l S�ak� I}etector, �ith� S�ru�ader,amd Isoiated System H�at Detec�or. �nix J : Change exis�ing System 5mvke Detectar tv Lvcal Smake D�tsct+ar, �rith S+3ur�d�er, and Isolated Syste� Hpat I�tectcnr. Add �i�ni-Soua.der in�i� �eelra�onu Area. P�oth de�ices ta so�.xnd on Loca1 or Gen�Fire l��arm. IInit U : Change exis[ing System Smake Detectar to Lvcal Smoke Detectar, �rith Svun�Jer,and Isolated Sys?em Heat Detectar. Leu�n►drp:Existin�Fixed'femper�.ture I�tpct�rr to remain. page F8 :Znd floar E�st : �t}d Sqsc�m Smoke Dete�tor�, an 40' { or less }spa�ing, in Corridor.Existing Fuil�tation to remain.Remove Ezistixig Bell. Unit F : Change ezisting System Smok� I�t�ctor to Loca1 Smoke Detector, �ith Sound�r,�nd Is�la�ted 5ysttem Heat I)etectvr. l�nit G : Chan�e �xisting System Smoke Detector to L�c�l Smoke petector, �rith Sounder, an� Isotaxed System Heat Detector. Add l4�in.i-�ound�r insi� Bedranm Ar�a �th�evi�s to sound oxi J�vcat or General Fire Alarm_ �ait L : Change ezisting Spstem Smoke Detect�nr to Loca1 5moke Iyetectar, �iih Saunder,end Isa�atp�System H�t De�ector. II � � !J � � � . ; . • i ' �fr.t�lch�!��=e� Pir�,2r�l�'r,�t�r�:��e 4 . Page £8 { cantinu�d } : IInit L : No Devices lo�ated in the Living Raam or Ki?�hen kre�vf this IInit �Na slee�ing osi this I.ev+el ). F�gge £9 : 3r�1 floQr �1est : Add Sys�em Smoke Deteciar, ia Cors�idvr. Change Beil to Horn.Existing Full Stati�tv remaEin. IInit I : CMan�e existing System Smok�e Detectars xo Locai Smoke Dwetectors, rrith So�ri�eers. and �sc�lated Spst�m Heat Dete�cto�r�. A�l 2 14�i.ui-Sauuders inside �3edr�oo�n �lI'68fS.�1ll d�91C�5�0 S41�i1d Oit LOC811 ai'G8Y1B1`81 F11'�A181I'1Il. �"a�e F 10 :3rd Fiaor Vest: Add System Sm�ke Detectar�,on 40' (or iess J sFt�cing,ix� C�dor.Change�11 to Aorg,Ezisting Pufl St�tiori tv remein. anit l�[ : Ghan�e existing Syst�m Smeke Detector to i.ocal Smake Det��ctor, �rith Socurder,t�nd Isolat�d 5ps��m Heat I�tector.Add Locai Smoke Det�ctors,�irh S�us�ders, snd Isola�ted Spstem Heat D�ts�tors, in the 'back' Bedroom Areas. Ail devi�e,s to svund art Loa�ar Gca�ra!£ire Al�rrm. IInit J : Ch��P ezistin� S�t�m Sm4ke Det�ctor to Lo�al Smoke I�tector, m��h Sau�r�r.�rt�l Isolz�t�cl Sqstem H�t I?etectr�r. Qnit Y : Cha�zaa�e eusting Sgstem Sxnoke Aetectar ta Lc�] Smoke Detectvr, �rith Sraun�ier.�tnd Is�lat�i System He�t prtectar. Lgua�r3r:Ezisun�Fu�ed remger�nup Detector to rem�rin. F'��e £11 :3rd Floor East :Add Syst�m�m�k� Detectars,on 4Q' { o�r less } spacir�g,in Carri�lor.Faeisti�g Pu11 Sta�tian ta re�si�_Remo�e F�risti�.g Bell. �►nit � : Change exiscing �p�tem Smake I�et�ctor to Loc�l Smake D�tector, �ith Svunder, e�d I�alated 5ys�tt�m Hea�t �te�tvr. Add 1V�ini-Sa�un�er inside �edro�m Ar�.. Both�evices ta saund mt I.ocal or General fire�►laa�m. Oni� L : Gh�a�.ge e�isti.ng S�tesn S�oake �tector t4 I.ocal Smakc Deteetar. �ri.th Saunder,a�nd Isolated Sp�tem H�at Detector. Qait 0 : Chan�e existing 5y�tem SmQ�e D�t�cttor to La�ca�l Smoke Detector. �rith �vunc�r, ar►d Isoiate�l Spstem H�t Detectar. Adel 14�iru-Saun�der insi�e Bedroom Area Both clevices to svund aa I,.o�cai or Gcneral�ire Ai+e�. �Tnit � : �hange existing Sy�ttem Smoke Detector to Loca1 ��oke D�etector, srith Sa�der, and Isotated System H�t D�tectar. Add Mini-Sa�ttider is�side Bedraom Area. Soth dpFices to saur�d on Local or Gen��ire Al�rm. 4 � • I I I I� � ; : . � • � �r.��hr.�l�'�� Firrar�1,��:•�e S �ge F12 � 4th Fioor �est :Ch$nge Bell to Aarn.Existir�g Pull Statian to remain. IInit �[ : Char�ge existing System Smoke Detectc�r ta Local Smoke Uetectar, �rith Scru�d�r, �rtd Tsol�.t€:d �pstem He�.t I?cte�tor. Taandc�n' caxxnect �ith De�*ices ar� �rd £i�r af Uni? 1� f page F10 }, as th� is na �egress fronn Unit M on the 4th £iaar. 1�11 de�ri�s to sx�l�n�on I.aea1 or Gener�af Fire Al�r�. Unit ? : Change existing �yst�m Smoke T1ete�tor ta Locai Smake I�eet�ctar, �rith Sv�:a�der, ss�d Isaiated System Hcs�t Dete�tar. Add I+�ir�i-�armd�r inside B�droom Area. Botri�evlces to saun�on Local or Generai Fire Alarm. P�p F13 :4th �loor F,.�st :Ad� �p�em 5z�oke Detectors,on 40' { ar i�s.s � spacing,in C�rri�r_Eustin�P�a11 Sterian to s�e�m.ain.Remav�Facisting BeII. Qnix 0 = No D�vi�s lac�ted in the Living R�aom or I�itcheri Are� of thi� Qni� ( Na sleeping vn this Lev+el ). Uaix P : No D�e�ic� i�ated in the Li�irxg Roam or Kitchen A.r�a vt`this Unit ( Na sleeping an tktis�.e�ei ?. �nit R : Gh�nge e�risting System Smvk�e Detector ta LQCa�, Smoke I�tec�or. �rith Soux�dpr. �ad Isala�ed S�tem Heat Dete�ctor. ,�dd lNiini-Svuz�der inside Bedrvom Areae. Bath devices to�aund on Local t►r Cfeflerr�ll Fire Alarm. IIaix 5 : Che�gc existing Spst�m S��ke D+ric�tor to Locof Smake I}ctector, �srith 5aundpr,and Isaiated Sgstem Heat D�etectar. Add a Local Smake Detector,rrith Sour�der, �nd Isolate� Syst�n Heat I}etector. in th�e 'bs�k' Bedroom Aree. Both d��*ices to sourtd on JMc�I or Genera�.�ire Ala�m. �e F14 : �c� �ioor �est : Add Puii Statirnn. FaEisting Smoke Aete�tor at Tap of Elevatar to t�e replace��nith curre�nt model.Existi�g Re�mote Indicator tv remain. �mit i : Cha�ag� existisag System Smvk� Det�ct�os� t� Lo� Sm�ke Detector. �ritY� Souxader.and Isofa+ed Sy�tem H�a.t Detectar_ Add a►Lvice�k Smoke �etectvr,�ith Sounder, a,ta0 Isviated S3�St�m Heat De?ector, in the 'bac�' Bettro�om Area. B�vth devices ta sottnd cm Locat crx't�en�et'�1�ire Ala�nt. � .. � • �1�'r.�f1c1��d�� ar�I�'rnt�:��e 6 , F�� £15 :5th �'iaor F.tyst :Add System Smoke Detectars.on 4�' f or less } sFacing.ir� Carridvr.E�isting Pu115tat�an to rem�sn.�hange BelZ to Horn. 'Unit 0 : Ghange eari.stira� S�rstem Smake Aetectar ta Loca� Smoke Detector, m�th Sound�r.and Isvia�ed System Heat Detecto�_ IIai�t P : Ghange ezis�ing System Smoke I�tector to Loca�l Smoke D�tectar, �ith �ounder,and i�lated System Heat I}ete�tor. Unit jt : N� L�eevic� located in the Livi�g Itoam or gitchen Area of this IIr�it { N� si�eping on this i.e�l �. �Tnit S : l�ta 3�evices tocated in the Living Roam �r Kitchen Area vf x�i� Unit t Nv sl�eping on this I.e�ei }. Pa�e F16 :�th Fioor Eaat :�io Carridar an this Floor, IInit g _ Ch�ge ezisting System Sm�ke Detect�r to Lvcal Smoke Deteet�, �ith 5ounder,a�d Isolat�ed Spstem Heat Detector. Add a Local Smvke Uetector,�rith Saunder, artd L�olatcd S�steffi Heat I?ete�tor, autside che `Loft' Bedroam �irea_ &fth dcvices t� sc�t�i��I.�c.al or C=ener�i Fir¢Al�rm_ U�it S : Chaa��e existing Sps?�m Smoke Detect�r t�a Local Smoke I�tector. �►ith 5�u�n�r,and Ist�lated System Heat Detectar. Add a�Loc�l Sxnvke Detect�or.�+ith Se�uxad�r, and �latf:d S�tem He�t Dctectn�, outside the 'Lot`t' �droom Ar�a. B�oth devices ?o sa��d on La�al ar Generai Fi�e Alarm_ £tnaliy tkre entire System �ri11 b+e tested,in accard�nce rrith the re�au►m�ndatians af 1�FP�'72E,�nd a letter a�`Certificaticm�+ili be issua<l,far the Fire Alarm Sy�tem_ �e eggrecia��your�ssist�ce iA ttus prvject. Sin�e3re�y, Thut Elee�rnnic Syxtc�ns, irtc. �� 1�[ike�"hul,Pr�sid�nt G � I � ' - FI � il . u� � , . � �r I A1:!U1,P��'P� ',;n . 1 1�� vs c� �l �-�.� Qi.11I.I) ; '.: 'r nGn I1��RTi!�,�� ;r)i)`' V�il , Cn' oraclo �'T�'ft�CF�, ��fI��I1�,Fi � TT`-"ZFiUirl: ��CO'I""I', ?�P�1{, . � � A7�ci:ytec�ure,'Plannir,�; . 1;', !�, F?,-,. ?��u��1 'uril.._i � ��'{��_l:?��. ,.t�J ��1�. ' L � ��;��,IL,c�r .�,��r. � _,:, � � npr��i.l ?�' , 1,a7';, Tl,i� 1':,3�,tlrii�:��i Ls i �.:��c�c� Lo mc�aii�,� , r.,:,nl;i:i!� a1° c;r�r�°�ct t1�e Pr�t��it��;:; d��.t�=ri 11�� l .- , , 1 �"r� a.n�� ;'}��cii:i.r: :i�ic�r;;, �lat:cc� 11��il �'5 , 1��7y , Pro�i+.��.:t :,� . 1'�:".i , ;�ric] is },er°c�l�y m��-�e ��art of' 1;t��; C�n�.r��ct L�Q,cur��ent:, . Plea:e a`� �� :��:i�, this Ad��end�.i,n to yo�,r Sp��cifir��t ioi�e . . ^ L ' � � .+ s�r�c�r•xc�Txo�vs ' 3. GIIVI�L CONBITIONS, $. Payir�ets, a.l. ��letc: "in the �notant a� est.i.mat� �ess t�n perce.n�(10�) ," Add: "�'en pe�cent Qf each request for cer�a.ficatian tai1.1 be r�tazned unti�. final corr�?Zetion and accep�ance of all wark covered by the � C�ntract. IIawcvex, any�.�me after Sp per.cent of the work has bcen aQrr�letcd, the zar�ininy payments wzll f�e madc in full if the Archit�ct and Owncr fincls thrat th� vyarlananship is satisf�ctory and progress o� th� work corres�onds with the Cantsactar's construc�ian �roc}ress schedule. On cca�letion and acceptance af each separate bu.i.ldinc�, public work, or o�hex division af the contract, nn =�ahich the price .�s stt-�tec3 separately in the contrac�, PaYment may b� rnac�e in fu��., including re�ained percentages t.h�rean, Zess authoziz�d � deduct�.ons. SISTION 330 C�IVCZ��'E P.N� REIIV�QR�E�]T 11. Ccancrete Finishes � b.2. Change to r�ad: "Floor szabs for ap��s ta be floa�ed and stee�. trawel�cl." I3. __Can�rolled Der�sity Concrete Cknit entireiy. Cnncrete slal3s on me�`�Z decki.nq to be stone conere�e. 12. Construction Joints Add e. At the Contxactor's option, constructinn joints may be saw cut. s�crzo�r �2o r�so�Y 4, �brlcmanship b. Reinforcing, arrzit this it�. � �'his itcm covcrod in follc�winy it.c�r�. SI7CI'ION 501 Ni�TAL.S • 7. Fabricatzan h. Conn�ctions. ..0,ni.t and add: "Se� Struc�ural ihaw�.ngs." � ' ` � i „ � ; 11DD�NDU[+4 N0. 1 - Page 2 SrCTION 610 C11�2P1�1TRY �llVD NLILL4�ORFC ' 5. Materials e. Facia - (�nit 2 x 10 and 2 x 6 and add sizes as shown on p�an, f. Beams - Qnit �. and I�c3d t11e �ollowinc�: 1. Coltunns ancl Fi replac� T_imbers - raugh Ibuglas Fi�, sizes as 5l�own. 2. Cci ].ing P�-un� - 1 x ra��11i sawn, f.ir. ar cec]��.r. Dui�t up �ox ►x��uns. S i_zes ancl cons truc tion as r.�c� plans. k. Add the �oll.ow.ing: ' Fram.ing I,i�rr�taer Where r�zired for rough carp��try. l. Douglas I'ir, Hemlock Fir, stand�d and better, S4S, kiln dri.ed, 2• Zb be pressure unpregnated with non-cc�n �ire protective chemica�.s to provide a flame spread, fu�l contributed ar�d �ke � deve�o� of 25 or less when t�sted by Underwrit�rs' Laborator�es in accordance wi.th t��e Fire IJazard Gl.ass�.f.i cation Tests l?rc�cedure and i:1�cr.e s}�)_1 P�c no �v�c]encc c�f s.i r1n7 f i.c��n� �rogressive ccsn-- bustxon when t.he test is conL-istued for 30 mi.nutes. 3. Provide wrztten cexti�ication af non-ccHn fire treatment, 9. Millraork d. Doar Frames �cterior, omi.� in its enti�ety, frames are hollow metal e. Door Fr�n�s Wc�od 1. Ch,ange Pinc to Mahogany ancl add: "With sepaxate stops." f. 'I�im, Base, Casi.ng and Stops. 1. Change Pine to Mahogany, q. Cabinets and Caunters - Ac�d: I 2. To be custom mill shop made pr2fi.nished with all exnosed surface to be I white oak. 3. Doors and drawe�s to b� full overlap. Doors and drawers to be I edge banded. I ADD � FO��ING: I k. Bench and Pegs at Entry I 1.• RQUgh sawn shi.p lap cc-�dar wa11s �ind storage bins. ' 2. Pegs 3/�" 1�1��p1c dowe�s _ 3. Dench CD fir I3lywood with rough sawn ced�-�x� front. 1. Clo�hs Poles � l. Knape and Vogt, KV2 ex��nsion rods m. Shower Rpds . 1. Chrame- plated steel �tabing. �" ��. Z. Complete with screw fastenec� wall pl�tes. . � �' ! 1U�[)I:�d[�CJM I�K�. � - pagc 3 n. McKlicinc ��-,bi��et;; l. 'Ib be mill ahop mae�� a� �r plans and buil� per approveci shop dr�7wings. Sizes �zs s}Znwn. 2• j^1oot1 tr��rr,e a11cI �ioor, �Zint c�rac3e, J_/4°' plate c�lass ��djust��bl� shelves doors t� i� V c�1ye 1x-��xled. I'i�nc� fiingoc� cioor n�_iynct=.ic catch. - .�— _ - � ---- - ;, tidc�oci fr��nk�, mir_ror c3oor on �.00cl f�cicinrJ. ]/�1�� pl.ate c�]��ass acljustabl.s� shelvcs. P�,�du� hinc3e, rrklyne�ic cat_ch, rtirror �urf��cc to aliyn with wall htui�J rrtirrc�r. �2• r.�m]-na�cd Plas�ic b. Chat�g� �o r�a�d; 1L11 b�cksp�ashc�s to b� 4" hic�t� wit=h sczbe �op �dc�e. ADD: d. Cover a1.1 COLll1t�TS� vanitics, sl�c,lves a��d doors �s c�1]��3 for an the drawings. 13. Circular Stairs a. S��irs as m��r�ufactured by Scott I�ouglas Desi�ns, 1d9Q South p�-trker R�ad, ;;A6I.7, Denver, Co1or.acio (303) 33.3-I9�1�. b. 5'-0" Diam�ter. c. Treads: Tt�e�inctl thick oak split tre�.�ds t�olt�l arounc� cen�er �altmin, ct. Cc,nter Cal�nn: 4" black st��Z pi�x� with top anc� }_;ottcxn plates. e. IIalas�ers - 1" black steel pi�c with oa}c end ca�s. f. �fandrail; 2" black Palyethylene t�ing �aith cxik end caps. c�. Include all ne�c:essary s�c�.rs �tnd �as��lers. e. 7111 st��. �o � primcd and pain�c�3 flat bZack. �. To be deliverc�d knocicecl dowrz. 'l�o bc assembled and instaZleci under this Secti.on. S�'TION 501 l�'3L'I'II�LLS 5- N,�terials �4cld the �ollc�aing: j• Stee7. joist sli<�11 co�1f_onn w.i�� :,��if.ications o� L-E�e rtc�1 Joist TnsLiti�t.c. JcSis� sh�l]. !x� oC t-�c� sfre.3 �nd Lyjx�s indic�Gc_Y] on �hc draE��i_ng; �•�i.�h cc��t�i��paus briclging top anct 1.�oLtoi�;. I , , � � ADDII�IDUM No. 1 - page 4 SEC'�ION 711 4�TERPF�OQI' ML�'IBR7IIVE WORI: 2. General a. T1ft�r "M�tcria.ls meetinc� this Specifications", ��dd, "f.or decics belaw grade." nn��: c:. 1'c�r. clu�l:� ..i}x1vc: c�r<.�rl�� rr��t�r.:i�:tl:; 1��,� rr�'��: t��i:. :;fxr.:�:i_f�.i.c�l�.i.ans a�'c P4er_'-Y.o Weathcr Dcck �is m�nufac#�ura3 by Mcr--Kote Prcxlucts, Tnc. or c.�c{ua�.. I��re- s�ntatives I�cky Nlauntain �lastizel.�., znc. Denver, Colorado (303) 755-9951. 3. Decks Above Gracle a. 1 thni 6 and b. 1 thru 3, Omit in its entirety and subs�itute t1Ze following: ' a. MAZ'F,�tIAZS (1) MER-KO WEATHER DEQC shaZ1 be coi�osed of an asphalt saturated glass initial sheet; a fJ�exible, gZasstrand reinforced waterproof n�embrane with integral base f�ashing; and a synthetic chloroprene latex rr�stic ' tsaffic surface whi.ch mee�s tl�e requir��ts o� the �l.S. Military Specificati.on Mtl-D-3134. b. INSTALZ,i�TTON (1) This deck oovering shall be install�d in strict accordance with the manufacturer's printed application instructions and as outlined below: (2) Initia7. sheet shall consist of "Pern�aply #6" applied to entire flat area terminat�.ng two(2) inches from all vertica� surfaces. The edges of this mater�al shall be overZapped tz,�(2) �n�hes. (3) waterproof m�nbrane and base flashings shall be appl�ed directl.y to the �ni�ial sheet. A glass fiber rein�orcing mat sha�l b� applied into a ch�.oroprene latex mastic to cover the entire flat area and a 7, oz. jute buxlap reinforced base �lashing shall be a.rr�rec�na�ed with a synthe�i.c latex pas�e. Base flashing shal.l exter�d a minimw� of 4" onto the flat area, and up walls 8" or over �hreasholds. l4) Chloropz�ene lat� mas�.ic traffic surfare shall be instaZled in �.wo applications. Traffic su�£ace shall. siriooth al�. irregularities and pmvide an acceptable s�arface to receive finishing coats. Lat�x mastic m��erials sha11 b� mixed as outlir►�d in manufacturer`s applica- tion instructions anc� ex�cnd up aI1 base flashings. (5) I�inishinc} coa�s are ar�plic.�cl to tr�:Cfic sur.f��ce Y�y trowel in one or two � cbats as t1�e �inish surface te.xture dicta��s. M� chloroprene latex e�tu].sion and pigmented dehydrating fiZlers as outZinc�d in the application instructions. �ight sanc�ing may be necessary after the f�rst colarfiller caa� has h�ard�ncd. (6) lapply �wo coats of Mes-Ka Seal by rolle�, : � � ADDL�IDUM Na. 1 - page 5 c. PrQtection After ccxrrpletian, the latex mastic d�ck covering shall be adequa-tely � protected by the prime contractor ac�ainst darnage or misus� by other trades uiltil final accepi:ance of the building. d. Guar�ntec Dcr_k covcrinrJ sh��]_1 be g��zr�ntccrl ��c�ai.ns� f��ul ty �„�orFot�nshi�� ar�l or material Lor twr� yc�r.s �s warr�nL�� by the inst�ll�.ng contracLor's st�ndard guarant�e SECTION 721, $UZLDING INSULIITION � 2. Mat�rials b. Stud Walls 1. Omit this sentence and adc3: � ��• Fi}�rglass R-I9 I'rictian Fit �3atts on exterior waZls. R-13 Frictior ri� I3�tts on zn�erior wall.s, as manufactured by Ownns Corning or �qual," 2. Add: "ror �tcr.i.or w�Zls on1y. 3. Add: "Tnsulate aIl b�adro�tt walls and laathrocxn waZls. 3• Installation c. Ceilin Installat.ion 1• Omit this sent�nce and add: "1. �'asten insulation to dryHrall furring channels under roof� Tnsulation not r�uired in ceil,ings under heatec� areas, SEC�'ION 730 SHINQ,E ROOFING 2• Matera.als c. Roofinq Felts Ac�d 2. 30## 1LsJ�halt b�se shec�t to tx� ��p].i.cYl ovc�r. �h��thi n�.�, .3. J1p�.1:i.c�:�L-.i ori After a. General, Add: Base Shcet: Z- �y p�arallel to eaves 2. �P 2-1/�" horizontalZy and 6" vertically. 3. Nai1 on 6" cen�ers. 4• �xtend b" up v�rtical wa1ls and g�� over valley metal. . . � � ADDENDUM No . 1 - page 6 SECTION 760 �'I,�Sf�ING AnID SHEE�'P�1�TAr., ' 3 . F'lashin� c . Roofs �I , Add : For raof water diverters inczude an aZlowance of $2 . 00 per lineal foot . Any addi�.ional or deducted cost �o be made by change order. Add 1 .� Roof Hatch Furnislz �.nd install P�iiZcor, ?�9ode7. �10. Rl�-3 ,or equal, stee� , , prime pa�.nted , where shoU�n ori t,he roof. ` SEC'7.'TON 820 ��100D DOQRS I �4 . Materials , a . ScSl�d Gore Daor: 1 . Chan�;e birch veneer� to maho�;�.ny veneer. b . French Doors 1 , Chan�e. Pirie tp Fa.r c . Z�1ood Panel Dnar l . Charl�e Pine to F�r I d . tiJood G�ardr�be Do4�r 1 . Change Pine to k'�.r I Add � e . Woad S�idin� Doors — � . Pella Series 3�8 s�.n�;le door , ' 2 , Oak Wood veneers Unfinish�:d and s�.nded . 3. 5ized per op�nir��s ti�here shoti�an on clr�awin�s . �4 . Glazed with 3/�" tem�ered inUulati_ng �1ass espec��.11y prepared for altitude Qf $ ,200 f�et . 5 . Provide screens . SECTTON 83o SPECTl�L ]�C?C)�� llrlr] i---- ,, �. ,�l��W��i�� 1)u��•,; i�'urnishe�3 �triLh ;'�},ower• :.�L.a,.l.:1 �,y ;1,c,c�L� c�n 1 '��4(l , l�.-liarnk�j.r��r �. Ti.ib rnclo�;ure�; ' a. Where sho�vn on tY7e drawin�s . b . l�nodized Alumin�am lx3/16x3/32 extruded aluminum fr�.m�s . c . 5 ' -0" or 5t -6" per tub size shown . d . Tempered obscure safe�y glass . e . Keyston� or equal . � • (',��;]i1�;i�,L�lPi�1 ii�� . 1 — p�r.Grt> ��, SI�.�'TI��i,1 3t�1 ?.�i^;,,') �rJ�l ��:LOI:"'. � � . rer�er�l ��,dc� c . �uinc�o��rs �o ee ��1ad t;�pt� c:c�lor as selectEd by Az°cnitec� . Chan�� 3 . Ca�er:erlt �nd �a�ti�rr,i►�� to G�3s�,n��::';� no��il�l� I��,n�; ,:�ricl Pivat; . �a� . (�r;7 � �;ti17.`> ;�'t"it;E't�C�" E'i'1�:;1 t"•��'� � � '-?1i.? �_I�'�� . �, L1 l.lt-11t _ l;C) t�� - f'ur;lisf�i��r� s.i �i�r,1� �s1 ZrPCi v�� ;:�� rac�Ltia1-� �r,1.a�sir��; C��,r:el_ . f . .�1dci : �;�.1 �E_,er��iz7�; sa:�n t� f�ave ;;c�z°e��n,n . Z' i1'i};ec . .. . rrnJ.t �17�,, c,t�nt�ncc� etztir��?,,� ,�;.r�d ac3d : ,'.11 units to be i'�;z�riz.:all�d �in�;lE �;l?zer:� ��iLt� double �;]_azi.n�r pan�l exc�:pt t.�,�n�.�oi.c'��.1 t.�n� ¢s �.ahic�l i�,�i11 t�e �;la�f�ri �Pith irl�tzl�tir�� Fl�ss e::t�c:ci�lly pren;3red fo�° 21tit�.�dc c�f' 8 , 200 f'�eL . `-'r,;�r^Tnrr v71 �ir'3.?t1�4^111}�F�: ? l�:7_lo�tatic� :a. 'i��_n�� a11o�:anc� ci' ��.1� , OOC� . �[_� Lc� �� , Cti�Q . �O . S�'C'i'3_C�II 930 3 . f'•7?�eI'?�t1S I a . ',•'r:? 2. `l"i 1 e 1 . Char�� o r��t;� �;lazed 4��;,';� �I';" . I b . Flona� �'i.le l . (�}�an�,� �:� cr�ystic Tane � � . Cr7a.nge �izc tc� �4?;;,r }: �I?,," laid al, �15 dt�;i ees ta i°oom. I c "��;�e � . Changc 6" h i_�,�� to �4 " l�i�i� . AI�I� ^HE FC;i�L0UdT1�1G '�'� '1'H�., :E("i' IC�?J: �LAT�; "�' f��.i1,r��• i �rl , ri . 4��r�r.l�r 11 iir�il',i�ilt�ir�; . I ��if:� �" � r�E�,i• i, i I �� . l� . d�1;lt�aral. cl��ft�; f��ce w:�t.h �°��a_y�;e l�uY�r�ecl b��t,t�rr� S."a�� t.l�i.nest ��E��1 ic�t.:i{}ti , c . ;�izr�s ��ith �l.e�r� s��ivc�c3 ed�,E�s 1� " }: 12" — 1/14 " �;�u�ed �;t��ckne�� . d . Pr3t;Ler�ri �izc:� c�.it, f'or� 1/�4" ,7 c�int; . c� . "I't-iiiZ:+�t or}�anic �na:��ic� . f. L�tex Fc�rf;��.n,< <�'�.m��ni� !i3��o�i1. ��<��.nt��1 �j:�?�•Ic >>�'r� l!r.,]:�it��r,L ' ,- 1��yrov<<1 . . � • ! ,r,1), � i, �[Ir,� l:c� . ? - t,��;-;. " � . �t�s�.��l��itic,r� � C� . T''��3�fi7.0 �1Gri1 .LE.'(1 U7� i,�l ','i�� I�1G�C71G��R `�-?'06','f:.l . b . T�'.r�inta.in �t_"" j oir�it;s . c . �u_t and ��c��ib tc? �'it at� v�a.1Ts . c� . �ro�a� at�d cl�an . "�� CTI�Id �c5 RE�?T,T?;T�`i P'Lt;.)kli��G � �;at�r�al a . �T�n5�� 1she:�t.o.� F1c�ors � ,�r,?it aild a��c? : a . ni°mstr,orl��, ��Liict Zone Vinyl Cor� ��-:'{��:,t, f'o��r� v.,�iri, � c�.isl��c�rze� back . 1 . Cnlor as selec!;�<< i,� A.,•��l:it��t:i . b . Ac�lies�vc� - ��mi� ?n� Ar3r? : b .� Arm:��ra��; adlZesive x��cc�n;mer�;��d f��,� prodtixct tc b� �.�pl:teci . � : ` • • 1�DDL'NCxJM No. 1 - page 9 , S�CTION 950 ACCOUSTIC CETLINGS ADD THIS SECTION Z. SCC}PE A. 1�c��Zi,rat�nts of Div�sion ]. apPly to work of this Section. B. Wo�k Inclucic�cl 1. Scope 2. Material.s 3. Instailation 2. MA�'ER�IS ' A. Ti1es shaZl be Zight, subtZe ��ssure pat�ern mineral tile, square bu�tt �lges, f3.ame spread 25, nominal 12 x 12 x 3/4 �nits with factr��r appZ�.�d pals�ic coated whit� finish as manu�acturec] by: U.S. ��pswn, RcQUSt one, Fi.nesse, ar equal. i B. Spl.ines - metal or fiber typ�s. Use for leveling tile units. C. Adhesive - insoluble in Water, type as rec4znnended by manufacturer. D. Perim�ter Molda.r7g - channel section, co�.d rolled steel factory finishec�, with baked-on white enam�l, matt sheen, m�lding shall have 1/2" wide face. 3. INSTALLATION A. Tnsta�.�. un.its straight ancl true, in an even plane, pattern and arrangeznent as indicated on Reflected Ceiiinq Pian. B. Apply at �east five spo�s af ac�esi�e to each unit {spot ea.ch c�rner ana centex) , Press into posi.tion, install leveling splin�s. • C. Car�fully cut around al� ceiling penetra�ions making sure flanges of light fixtures, di�fusers, etc. , cover cut edges. p• �e�'� Pe�'imete�' molding into posa.tion, apply straight and true, . + � � AD�?ENI)UM No . 1 - page 10 SECTION g68 C�RPF'T Adcl tY�e followin�: c . Provide an a7.lawance of $9. 00 p�r square yard installed. d . Su�mit samples and specificati�ns of carpet equa3. to or that exc�eds Lhe following: Select�on to be made by the Archit�ct . Matex�ia�. : ��1,ylon �'ace Wt . 22 Gau�e : 1/10 St�tch 8 . Back �'oam ar Viny1. e . Insta�la�ion by g�ued do�tin method . d. �nstall carpe� in e�evator floor. r , :FC`I':CON 990 PAITIT�P�1(, l . SG`OPE c . ti�loric Inc2uded 1 . Chan�;e to r. ead : ''Pair�tin� and/or� f'inishin�; of �.11 exL�ric�r a.nd in�€�r�.or� s�rfaces as )�er�inafter specified . 9. Interior a,. Drywall change two coats Ilatex FJ�at t� one coat La�ex F�.at . d. F�nish v�rood , stained . Adci : Cabi.ne�s ta b� pref�nisned. add . g. Fzn�.sh Pella foZc�ing doors t� ma�ch c�.binets . SECTION 1001 SP�:CIAF�`�'IES 4 . Toilet and F'ath l�ccessor�c1s Omit � thru e as listed at2d substitute th� following: a. Hall-Mack �cces�ari�:� ta t�cz fur•nished vrh�re s�ec�_f�ed. a:� follotas : Tow�] F3ar:,, 1d� . ��a , ',�!„ 1�'�3.I�cr� lirri �9r��r;t h1�� . (,`(', ;ijY"l�", Lf.' 1�f0[)IC I�rJ . b��. �l'owel Shr:li' No. 1092].;' Curta trt Roc] iJo . 383 r�'�WE'1 RI.C1�;.; NO . �� Soap aild Gr�ap tdo . 665 � • �v�f,r�U��r r�� . 1 - �page 11 b . 18 - E�ath Tubs thus : 1 each soap and grab , 1 ea.ch shower curtain rod 2 eacti towel bars 1 each sin�l.c� Y�nok 1 each towel. shelf c . 39 - Bath Tul�s thus : 1 each soap a.nd �rap 1 ea�ch shower cur�al.n roc� 2 each towel bars 1. each single hook. d . Showers, all : . - - - 2 each towel bars 1 each single hnok e . W�.t�r_� Closets a11: 1 each p�.per holder . f. 51. -- Lavatar�cs thus : 2 e�.ch f�oti�rel rings �• 7 - T�avatori.es t��tis : 2 e�.ch towel rings 1 each towel sh�lf h. 4 Lav�tories thu� : • 1 each towel bar 1 eacl� sin�;le hoolt i . 1 TJavatory thus : 2 each tc�we]. rir��s 1 F;�.��h t c�w e] s r�c��1 f' 1 ��r}.�;ti ;_, l_r��;.l r• t��c>olr � 5 , l�l�dlc;lt7e C,�k>1 r�rt:� Delet;e fr�om Lt�.is :tc:cf;�.on .�pec�flErd pE,r Sr_c;t;�ori 610 . 9 . P•Rillwork, in Medicine Cab3.neLs per thic� Addendum. 7 , Cox,j.on Tops Dele�e ir� �t.� en�irety. Countertops �o be laminated plas�ic per Sectiotz -E10. . . i � � AI)DFN1)UM No . 1 - page 12 SECTTON 1140 APPLIANCES 2. Equi�?m�nt Omit �., and add �lze followin�: a. Base bid to include the following: 1 . Refri�;�r�.t:or, �'rigidaire, F`PC�-155V, side by side, with ice m�.ker. , white . 2 , Oven � Ra.ii�e , Frigidair� , RCD� 3-�37 V��1, double , � : se1.f-cleaning, whi#;e , with pow�r exhaus� fan . 3 . Dishtirasher°, �titchen Aid, K.D� �.7A S .S . � �+ . A.partment washers and dryers were shown: Westiinghouse, ZT 1.70 washer, and DE 170 dryer , staciced units . I 5, Pu�alic area vaashers and dryers� Westinghouse -� heaVy cTu`�y N[o e wa� �er an � U 95 dryer . � I 6 . Trash Co�ripactors� Kitch�n Aid . � b, State �l�ernate to f�arn�s��i the f'ol�owi_t�� u�>on owners request : � . Ref�i�Pratoz , Ammal7�. SDl-25TJ, �rhitie . • 2 . Ovens , Therm�dor , MTR-2��SS Microwave oven above self-cle2.n�.n� oven. 3 . Rang��_�'op 'I'hermadvre TFQH-u5� w�th grill in center. � . Ran�� F�ooc�, Nu Tone V-2B, 42" . 5 . lli.shwasher, KiL-chc�r� l��d, IC1�"-1711 s�". 6 . Ap�.rtm�rl� washers and c�ryers were shavrn : Westinghous� sa;ne a.� at�uv�� , � � , ��r'i�.' ': L.�.11i��1'1�� 1.17".i ;�i�� i��' 'il',r�',T'= . �. • • � i'��'L�l', ll��' �O ,�. — �,u;";�' �3 }t,{.`1'IG1'� 1'' �'' �i�I��,r!I�1�OR � ? . f'q�ai�:r,.�nt c . C��azlge 150 i'Pi�9 to 1.25 FPi�Z. ;�f?�TIC?T�1 1501 , G�TdEH1�L �'ROVI:;I�I�d.�> 14 , Ir��,i_zlata�on ,. . :'ipe Insu�a�ion fui� �'a-pin�; Abov�� :=rr,.cic� . I . Ilfter "Dc�;;,E�;;.tic h�t G�rater , h�t t�.�<�.t�z° carculatir:� rTSain 11T1e:'��' � �C�C�� tt�1�C1 'IlOI'1ZOtitcl� CiOUfI�S�"?OU� �j.2°1C,��, � ir . . . . . . ' SECTION i�Ll�, PLUP�IBING 7 . Drazr�s d . I��.iri;� to �e as folloti��w : A�r� 3 . �.L1—Z ftil'C:; ;�i ciiil — �JO.`��?.�i< <3�?'.Lt�';� � �n � C`ci4f; �r'Cit� r±T'E:°r_? drain ti�,rith l�ottor�: aa��l�t , z�c�und top anci scrc�;cd-down �2'_3G� . �2 , Fixtures a . l;anLrfacttmer° - l�.d�? ��iti��,�, T�'iaer,�'.��rl, r��7_L�, �pe_�,rman �or� equal . Cha.r�;�e as fo].�.ov��s : f . P.i,i . �tan�i��x°d �0�3 . 03(�, Ll.i:x.or, e].ongated sipizon zror�ex • }iOW1- � �_��P! '�8?1}:� C�i7e �11E.'CE � Vl�I'E:C)l.l., C�-ilTlfi � 1�r�71�t� � C103eC1 f'r°o��t seat cover 53�0 . �;`:i , 7,•��3 �.n�;lk: suppZ�,� wit!: s�cp . g. �','I'-1 R. B`I'-? �I`ub I . Delete enti�°eJ�y and add : KoY�ler K-5].55 or �163 , i t -0" , �r 5 ' -6" as sha�vn DynarneY,i�ic , �tlameled ca::�� iron �(,'' ��ifrh w�.�h s:f'c ��•,�Er3.rc� .�,1.ip-r��;,�.:s1�,'�r�1; Y�r�i;t��n. I�r:�� x ��;y 1�r�1 � ;��. 1C,1� �c.ili.l tY�.�arra rnixin�; valve v.�� t;i-, tub .�paut �:;� t;��: :��ak:rn�iri ,l? s�7owE�r i��eac� , ,arrn a►�rl vol�.�mc� rc�;�il�t,�-�;� . ,.F._.__.,_.__ .__. . _. . �� t a l_.c.�i.{_ � V � � � CONCRETc''wl �LQ TFST �tvD � ��Y��kY� CO��HESS I vc. �TR�r�GTN RENORT � ' � «�� fi.�• `F�`'•x"17 Cl_ 1 ENT h1D �12-2 � i_A� rvo �12-2-(61-66) 1U�.�1 si�uth fri�•�E�q¢ rvOd wFSt p � �" �4 CDNCRET� CO P��O M1.X va1 cdoredica d71b51 � _}G� 4�•0'297 CONTRACT4R J• �• �y�er COI1StruCtiOn Cp, J - - _ � �OI� �J oundatian �'RD,1 E C T Nor�hwoods� Build inq "C" ngineering TRUCK No �11 _ TICKEr �vp �3381 �� TIME uIXEC: Z�20 ARRIVer�l:45 p�ACED 2' 20 1_DCATION �F PLAC£MEMT IN STRUC7URE Wall Line 1� � C �O ��6� y ��1ll�ri � Pad C-1Z-12._ �� --- - — � �' CU YDS P�A�ED. . . � CU YGS DATE OF TEST. . . , 6�12�75 Cp�CR�TE TEMP . aTRUCK L,pADING. . . � CU YDS � IM� 0� TEST. . . , 3: 0� JOB °F � WATEft GDN7ENT. , . GAt�/'+LO SLUMP�- � NCHES. . . , 2 �Ae 63 n� � WATER-CEMENT. . . . RATIO FRESM CONC. WT. . 144, 4 [ r� AlR TEMP , ACM I xTURE . , , , , , , AEA ENT, A I R CDNTENT 3. Fi �r', ,�pg 6� c,� � OZ/'�YD SAMP�.E C�1R I NG. . . �ab. �ALC I UM CHLQR I DE �, WA7ER ' r7DED-GALS P{_AN'T �-7 JOB S f TE MI X NUMBEFt . . . . . . CEMENl ;ONTEf�7. . S� S�C. FCY � . S-jf`-�� SPECIFICATIDlvS. . COARSE: AGGREGATE F'GY 3 '� jf4�'_�1� [�ES 1 GNED BY , , , , . F I NE AGGREGA'fE. . �'(;Y ,�4 SPEClrw�Er� NUMBER Z12_� 61-7 � 62-7 63-34 64-2� 65-28 oaTE TESTED . ��9�75 6f19�75 6/26/75 7/10/75 7/10/75 NUMBER DF DAYS CUR�D 'j '� 1 �1 2� z$ 0 I MENS I DNS� 1 f�CH£S ��d StC1 Std S�d St'd STD. CYL I NpER=b��X1 �� SPECIMEN WEI �HT�POUNDS 28. �0 27, 9�5 �7,99 27, �4 2$,�� I BSSD DE NS I TY � F'CF 1a2, 6 142, 4 142. 6 142, 3 142. 9 AREA DF CYL I t�DER , 1 Na 2g. 27 28. 27 28. 27 28.27 28. 27 �7D. CYI. I N�ER=2�.27 I N2 TOTAL rES� LOAD �P4�NDS 95400 970Q0 106500 �.20000 �22000 COMPRESSIVE STRENGTHf�� 3374 3431 3767 4244 4315 SPEC# FIED STRENGTH�F-SI 3004 �000 3Q�� QO TYPE QF FRAGTt1RE : 1 1 �,. 1 1`4 1 � DIAGDNAL SHEAR 2� CONE ., �� VERTICAI_ SPLI7 RE�ARKS -- � S,�APLEn ev �. Schroeder � � G, Mar�zari � - ---+'--- --- -- --T E S�E C� E Y . ------ S I G N E C� F ORA4 {;-� � •Q�I � C�NCRF7� IFLD T�ST �ND a� iti��c�:. t�aca CO"�iF'Ft�SS I VE STRENGTN REPC}R�` , � cok�rtxk� s�a�gs � `:�cxtx k, ()041? �(?,� Y+ri k�a7 C L 1 E N T N� Z 12—2 �` t('J�1 scc�ch �ruitege roacl v,�z;t I_A B N D 112-2-(6 7-72� p o t�x 1�k74 CONCRETE CD pQ�'t0 M1X vd �ok�rodo•01G57 � � �3 4�' ��''� CONTF7ACTOFt J, A, Hyder Construction Co. PROJECT Northwoods , Building "C'� v� �o+ oundation ------ __ ngineering TRU�;+� "0 869 __ r i cKE T Na �'3387 � TIM� M1xEC 2T45 AFaRIVEr3:05 p�_ACED 3: �0 LOCAT I DN Of P�ACEMEIVT I N STRUCTURE Golumn C-13j G15, D-11� D-12 � I)-13. � 1 - -- -- — - � CU YDS PLACED, . , _3� CU YDS DATE D�' TEST. . . . 6/I3/75 CONCRETE T�MP , aTRUCK L�ADING. . . 3� GU YOS TIME 0� T€ST. . . . �: �5 JD8 °F � WAT�.�t CO�TENT. . . � GALILD SLUMP-. I NCHES. . . . 2 3/a LAB 6� °F INATER-CEMENT. . . . ��., RA710 �RESH CONC. NIT. , ��9. � Fc� AiR TEMP . AD�v41xTURE . . . . , . . AEA ENT. AIR CDNTENT 7, 4 �' JOB 71 �� _ OZ�YD SAMP�_E CI.�R I NG, . . �'a�• CA�� IUM CHLORI �E `�, WATCR ADDED--GALS_� P{.ANT_O ,10B SITE M! X NUMBER . . . . . . CEMENT CONTENT . , 5 �k. F('y � , �_��1�� SPECif' ICATIDNS. . � C�ARSE AGGREGA7E FGY �/4 j��l'�-/f�F I�ES 1 GNEG BY , . . , , __ F I NE AGGREGATE . . PCY yt� SP£CIMEN NU�NIBER 112-2- � -67-7 � 68-7 69-14- --�p-2�3 71-28 -- -±-— ---- �_ —� ` �-- DATE TESTEO _` __ ! 6/20/75 6/20/75_ 6/27/75_ 7/l�/75 7/Il/75 rvu+�sE� o� UaYs cuRec� '� -- 1 14 2t� 2�S -------- -�— ------ - - ---- � � MEn�s � oNs,, jNCHES � S�d SCd Std �td ctd S7D. CYLINDER=b'�X�2" SP�C I MEN WE I GHT�P�UNDS �7, 27 27, 29 2�, 29 2�, 65 ' 2�, j5 ----- -- � -� - - BSSD DENSI TY , NCF I38. 9 139. 0 139. 0 1�0. 9 �39. 4 AREA DF CYL I Nt7ER � I Na ` 28, 27 2�3. 27 28. 27 2;3. 27 28. 27 sra. CYi. I NC�ER-��S.2� � n,� TDTAL T�s� t_DAO �POUNpS 7840Q 7860L� 936Q� 99200 102Q00 C�M�RESSIVE S?REN�TH�� 2773 2780 3310 35d9 3608 SQECI F I ED STRENGTH�FS � 3Q0� 3000 �Q�C} �300� 3600 TYPE OF FRACTURE : 1 v ,,Y 1 - I --- a- 1 � pIAGONAL S�tEAR Z� C�DNE 3� 'JER T I CAI. SPL ! T R��tARK s �No viszble ex�erior failure marks. � SAMPLEf) �v _S• �chroeder TE r T�� v G. Manzari 'i� � _- _- � - -- --- -- - s i r��, c, F DR� C-1 ' -�-� � . � � GOrvrRFT�I �-�D TFST r��D � a„�� r;��:,�r .�,�.� CO�M�RFSS I Vr.- S TREP�IGTH RF.�ORT � LIRJ�tA.fC. 11 rl M,��, � � CC�'ddU'I�?7 -�� a� c� i en,T rvo 112-2 � I_Afl rvo �12-2-C73-78) 1Q�1 ;i uth �rOi H�x� rvdd wt2��l F ° �� '`�a CONCRE TE c o Forto Mix vai�c.olorado (}1657 �� 4��p� J A H er Constructian Co. �� GOPJTRACTDR �_•___�.�_ __ _____ PR(JJEGT Nflr�hwoods , Building "C" , c� Soil � oundation --- ngineering Y�� a 513 T � CK E T No V33B9 �/') T I ME titi I XED 9' S� ARR I VEp10:22 P� A��p 10: 3a �iI LOCATION OF PLACEMENT IN STRUCTUR� � ---------- -- � CU YGS P�ACED. . . �I�Q CU Y�S �ATE OF TEST. . . , 6�16�75 CDNCf?ETE 7EMP , OTftUCK LOADING. . . � CU YDS TIME OF TEST. , , , 11: 15 �pB o� � wA7ER C�NTE�7, . , �q��p SLUMP- INCHES. , . . 2 �A� 62 oF WATER-CEMENT, , , , �7A �I 0 FR£SH GDt�MC, rVT, . 14�, S t ;�j !i I R TEMP , AL?MIX7URE . . . . . . . _, A�A E'vT. AIR CONTE:NT �. � i �pg �6 oF I.ab. _ OZ�YD SAMPLE CUA I NG. . . ________ _ CALCIUM CHLORIDE 7., wAT�Ft A[ipE�-GA� S�_ PLANT_ 3� J�e SI 7E MI X NUMBER , , , . . , __�___ CEMENT CONTENT , , 5� ��• F'CY 1 . �i- 3��'� SPEC I F I CAT I �NS. . .T�_.____ CDARSE AGGREGA TE FCY" � � ��1+'�_,+�ly «eSl GNED E3Y . . . . . ____ __�_ F I NE AGGREGATE . . _ _ FCY ___ �� - --� ��-- ---- -- ..s --- — - -- SPECIMEN NUMBER Z12-2 73-7 74-7 75-14 7C-�-2�3 77-2£3 OATE TESTED 6/23/75 6/23/75 f��30�75 7/14/75 7f Z4�75 NUMBER OF DAYS CURED j l 11l ��i 2S D I MENS I Ot+tS� I NC+iES StC� Std StC� Std SCd STD . CY� I NpER=6"X12�' SP�CIM�N WEIGHT�PDUMOS 27. 66 27. 69 27. 72 27. 82 27. 91 BSSD oEr�Sl Tv , F�CF 141. 0 140. 1 141. 2 l�l, 7 142, 2 AR�.A bF CYLIND£R � IN� 2�i. 27 28, 27 28. 27 28, 27 28, 27 S7D . CY(_ I NOER-2�i.2'� I IV� TOTAL TEST LOAD �POUNDS $$00� 89'QOQ 104�0{) 11100t3 111000 COMPRESSIVE STRENGTFi �PSI 31I3 314$ 3679 3926 3926 SPEC� FiED STRENGTH,FSI 3000 3000 3000 3QO� 3000 TYP� OF FRACTURE : y; � � � 1 ' �) � D I AGt?NAL SHEAR 2� CONE 3� VER T I CAl_ SPI. I T REMAF3KS T, Meier � G. Manzari SAMP��D BY ___ 7ESTED BY SIGNED F DR�n C-1 ' � , � � CO�CRFT�IEL� TFSZ AND `� `�-"''`' �`�� CO".1F'RESS I Vr. STRE�JGTH �REF'ORT � cabredc, r�c}. � a �� ,�a � � �7 CL 1 e�vT NO 1I2-2 �' 1�� scxnn f�orxage �oe� weu �_A e N o 11 2-2-( 79-R 4) p o eox �aa CplVCRE TE C D Porto Mix vai�cok-sredo�01b�7 � - JQ��d� 0247 CONTRACTDR J, A, Hyder CQnstru�tiOn C�mp�ny � ' PROJECT �orthwoods Building "C" v� Soil � oundat�on - ngineering ��K Np 5�3 T � �� T No �3409 �� j 71ME MIXEG 2� 5� qyRIVED3� l?PLACED3: 25 �i/ LOCATdDN OF PLACEM�NT IN S7RUCTUR£ CO�11T11riS B, LiRe 5_, 7 &8, CO7Umf1 LZri2 � C—�z�OZU6I111 �_S.- ------- � � CU YUS PLACED. . . 4 CU YDS DATE OF 7EST . . . . 6/ Z��S CDNCRETE �EMP , OTRUCK L�AQING. . . 4 CU Yb5 TIM� Of TEST. . . . 3: 5� J08 °� � WATER CONTEN'f. . . GAL/�LD SLUMP-. I NCHES. , . . Z ��4 LAB �5 °F � WATER-CEMENT, , , . RATIO FRESH CONC . WT. . 142, 3 FCF AIR TEMP . ADMIXTURE. . . . . . . AEA ENT. AIR CONTENT 5, 2 : JDB 72 �F OZ�YD SAMPLE CUR IlVG. . . �ab. CALCIU� CH�ORIDE �:. WA7ER ADpED-GA�.S PI.ANT � JQB SI TE MtX NUMBER . . . . . . CEMENT CL}Pl�ENT. , S �k• PCY � , �-��41� SPEC [ FICATIDNS. . COARSE AGGREGATE �CY 3�4 ��!"-{��l DESIGNED BY . , . , . FINE AGGREGATE. . PCY j�4 SPECIMEN �vun�eER 112-2 79- 7 8Q-7 81-14 �32-28 83-28 DATE 7E6TEQ 6/24/75 6/24/75 7/1/75 7/15/7� 7/15/75 NUMBEFt OF DAYS CURED 7 l 1 �F 2� ZE� DIt�ENSIONS� INCHES � Std Std Std Std Std STO . CYL f NOER=b��X� �� SPECIMEN WEIGHT�POUNDS ��. �1 �7. 72 27, 78 27, 95 2�e , $C BSSQ D�NS I TY � P(;F 141. 5 141 . 2 141, 5 142. �4 1�11. 9 A�tEl4 DIF �CYL ! NDER � I N� 28. 2� [8. 27 2Fj. 2� 2R. 27 - 28. 27 STD . CYl_ 9 h1DERT2S.2`� ( N2 T�TAL T�EST �.OAO �PO�INDS 8770t1 91�OQ 1QlOQ0 LZ3�OQ I.12��0 COMPRESSIVE STR�NGTH �P�rI 30�4 321€3 3573 3997 . 3962 SPECIFIaED STR�NG7H F'� I 3'�Od �UOC} � 30�0 3000 3000 7YPE DF FRACTURE : 1 � 1 � D1 �4GONAL SH�AR 1 L 1 2� CON� 3� VERTICAI_ SF't_ 17 REMARKS $AMPLED BY G, Manzari TES�'�.t? BY G. Manzari SIGNEO FpRM C-1 1 ' we � 'r � r__� �Y �. CC�NCRF.T . I �LC� TF.ST AND V/ `'�� ""`Y" F�4 Gfl"�IPRESSIVF STREt�GTH REPORT `� c�ec�., s�x r�c� � cak�ec7c�•009�7 ,7C1.'l• Y� •k�a7 C L I E N T N 0 112—2 � t_Ae n,o 212-2-(85-94) t0,�t so�nn }foncege r�ar:i weu � .� a � � ��44 CONC:RE TE C o Porto M�x , ��+ ��o 0+�.5� J`� JOJ�4�S�QN' CONTRACTpR `J, �, H�2� C{�f1StT'llCtlrJf! C0. � �� oundation �H a �E C T ��T��h�oods , �u ild ing "C" ��e(��I� TRUCK NO 511 T I CKE T N� U�429 �/ ) TIM� tvll XEU 3: 1� ARRI VEG_4 ' �� LACED4:0'0 7� LDCATIOt� �F PLACE'+AENT IN STRlfCTURE W�11 on LinP 18 between D-E � V�c�l�, Ori � 3A between B-1 to C-1. _ _`iv � � CU .YUS �'LACED . . . ��I33 CU YpS DATE �F TEST. . . . ��2�I�� CONCR€TE T�EMP . OTRUCK LOA�D I NG. . . � CU YDS T � '�E OF TEST. . . , S: OO �pg aF � wA7Ef� CDrv7ENT, . , GAL/LO ��P- � NCHES. . . . 3� �p8 60 oF � WATER-CEMENT. . . . RATI O FRESH CONC. WT. , 138. 5 ,r L� AI R TEMP , ADMIxTURE . . . . . . . AEA ENT, A1R CONTENT 5, � �' ,�pg 54 oF OZ�Yd SAMPI_E CUR I NG. . . �ab, CA�� IUM CHLORIDE ' %; NIATER ADDEd-GALS PI.ANT � JOB SITE MIX NUMBER . . . . . . ,__ CE�IENT CONTENT. . 5 �k• �'GY 1 . 5-3��'� n SP�CIF' ICATf �NS, . � �aARSE. AGGREGATE F'CY 3 4 j�l-!�'�-��} C��SI GNEG 8Y , , , , , T_ _ F f NE AGGREGATE , . PCY ,i�� sPec � MErv rvil�taE�a 112-2 85w7 86- 7 87-14 88-28 89-2� 90-Opt DATE TESTE� 6/27/75 6/27/75 7/4/75 7/1£3/75 7/1H/75 NU�IBER OF �AYS CUR�U J l � 4 2�Ei ,Zd �---- �4—T� - ---- ---� --- - DIMENSIDNS� INCNES I i Std Std Std Std Std STD. CYL I Np�k=fJ��X1 �� -- ��.__---°-- - ---�---- -- — SPECInnEr� wErcf�r,Paurvas � 26. 82 26. �34 26. �34� �?6. 89 26. �9 BSSD uE�vs � Tv , 1-�1;F 136. 6 136. 7 236. 7 136. 9 136. 9 A�Ea OF CY� I rvo�R , I Na 28. 27 28. 27 s 2�3. 27 28. 27 2�3. 27 STD. CYI. I NDER=��.2'� I �'J` TOTA� TEST t_OAU,P4UNOS 720Q0 71200 87800 97�000 92000 ------- T- -- __.. _. . _ � �-- - - -- COMPRESSiV� STRENGTH �F'� 19 2546 25Zq 31��i 34�Z �254 --- - - -- ---� -- -�-- - - - _i- -- - -- - SPEC I � I EG STRENGTHZf- j I ��d _ _30�� 3��{�' 3�00 30�� TYPE QF FRACTURE : ;ti 1 � 1 1 � � D I AGONA� ;H�AR 2 � CONE 3� VERTICAI_ SPl- I T __� __ f�EMARKS "NO visible extGrior failure mazks . SAYUIPLE[] E�Y ---.ri_Mc3l1ZBC�� _TESTEn BY G. Mar�zari -- SI �tvEO _ _cy,�.-_a . 1 � F DR� (:-1 � -� � CflNCRET� I FLC� TFST AivD � `�'� �`"`"' -'`�`�' G�'.1PR�SS I Vc. STREt3GT�t RC�ORT � ;�r�-x�, �.r��ti � cokx�k, (�041J ,x7;) � �a7 C L I E N 7 N Q ll 2-2 � t.�a� rvo 112-2_{91-9E) 1(�.)'1 SCxJ(h ,�rCX'dd�fC fCiDC� v.YSI �' �' t"�"` �� CONCRETE CD PQZ�tO I'IiX � � vd cC�odcti�(m51 � � �'}�4� �� CONTFtAC70R J, A, f��r COn�truCt !Otl Com�ariy � S�I� � oundation �'k o�E c 7 _Northwdod s,_nu i le� i nc�''_C ' ngineering TF�UCK NO ��-� F I CKE 7 Nq V3�45 � T I ME U f XE�D 9:45 qpR I VE(.10: 7 S pLACE�O: 30 i_Oi;ATI QN QF PLACEMENT 1 N STRUCTURE A_Partmen� A FOOtiI��'5 . _� � -- --�------- - --��....— . � � CU YC)S PLACED. . . ��15 CU YOS nATE OF TEST . . . . 6f24�� GONCRETE TEMP , � TRUCK LDADING, , , � CU YDS 7 � '�E 0'F TEST. . . . 71: 30 JOB °F � WATER CONTENT. , , GAL,/LD SLUMP- I NCMES. . . . ?� LAB �O o� WAT�R-C�MENT. . ,, . RATIO FRES+-i CONC. WT„ 143. 2 FCF AtR TEMP , ADMIXTURE. . . . . . . � AEA eNT, AIR CONT�NT� JOB �O °F -- OZ�YD SAMPI_E CUR I NG. . . Ld]? CALC I Ut�A CH�OR I �7E j, WA TER AD�ED-GALS PLANT �� JDB S I TE MI X NUMBEFt , , , , , , _ CEMENT CONTENT, , S�Z Sk, PCY � , 5_j/1.}H if SPECIFICATfONS, . CDARSE AGGREGA7E FCY 3�4 j��l°-�4 neSIGNED BY . . . . . FINE AGGREGATE . . PCY ��b SPEC � MEv NUMBER 112-2 91- 7 92-7 93-�4 94_28 g5_2f3 g6_ppT aATE T�sTEO � � 7/I/75 7/�/75 7/�3/75 7/22/75 7/22/75 r�ur�eER oF �AVS cua�� 1 7 1 � 2�S 2�5 D I M�NS I DN.S � i NCHES Srd S�d ��C� Std S�d STD. GYL 1 NDER=E��X� �� SPECI MEN �WE I GHT,POUNDS 27. $4 27, 65 27, 71 27, 72 27, 76 BSSD DENS I TY , F'CF 14Z. 8 �4Q, 9 Z47�, 2 lql, 2 141.4 AREA OF CYLINOER � INa 28� 2� 2f�, 27 28. �� 2A, 27 2$, 27 STD, CYL I NpER=:_'�.�7 I N2 � TO'CAL TEST LOAD �PpUNbS 91600 9]�BaQ 10800Q 11850� 119��0 CO�APRESSiVE STRENGTH �N� � 3�a� 3�47 3E32� ��92 4209 sv�ci � i ec� s�REn,cTH��51 3000 30�0 301�0 3000 3000 TYPE �F FRACTURE : '� � � � DIAGDNAL SHEAR 1 1 1 1 1 z ) caN� i � -- �� VER T 1 CAL SPI. I T REMARKS � G. Manzari G. Manz�ri SAMPLED BY __ � �TESTEC� BY _`51 GNED F ORM C-1 � � cor�GR�T�i E�_a TFSr nN � D \Y ��'�` '.,�'°�" �� C;�U°��F�R�SS I VE STREPdGTH REFflRT . � c{t x.x�� `�-a��,�x��s � i;XXC-+ck� !MN?. '�(t."1 `+�, �,:t? C L I E N T M D T 12-2 � i_pA rvo 112-2-(97-1Q2) Xl:ft ;cx:tt� h�,�,i�x� �;�7 +�>u F' " `'O" �`� CONCRE TE C 0 p�?r�a ��x '��; vd�cc�rAdG i7�t'�? �' �� a�' d�'� CONTF?AC7DR J. A, Hyder Canstruction Cornpany � - Nor thwoods Build ing-"C'r ��--- v� �ail � aundation �Fr�,ECT --- --- - � _------- �1C�1(�1Q�C(I�1C� rRUCK n�� Fi9_ T I CKE T n,o V3a59 �� ) T I ME M f XE(:� �-2: 38 AF7R 1 VEU 12:4�LACED �i/ - i OC;A710N OF PLACEMENT dN S7RUCTURE ��1�5 fOI' Apartmen� A, (,/'� ___—�_ __ __�__------- -- . - - � CU YUS P�ACED. . , ��2+ CU YD5 na7E �F TEST . . . . '��/�75 �plVCRETE TEM� . � TRIJCK LOADING. . . � CU Y�S TIM� OF TEST, , , , 2: �0 JOB °F � WATER CONTENT. . . _ GAL/�l_D SLUMP- INCHES. . . . 3 �ae �� °F � WATER�CEMENT. . . . �ATI p �RESH CONC. wT. , 1 4 3. 6 F �F- A4R TEMP . ADM � XTURE , , . , , , , _ _ AEA ENT, AIR CONTENT 3, 2 j J088� °F � OZ�Yd SAMP�_E CUR I NG, , , Lab. CALCIUM CHLORIDE j, WATER A�DED-GALS PLANT 2� JDB SITE MI X evUMBER . . . . . . CEMENT CONTEh77. , S� �k• FCY 1 , 5-j/4" SPECIFIGA7IDNS. . �_ COARSE AGGREGATE f�LY 3�4 �,/L�'�_�E!} C7ESIGNEp BY , . . , , _ FINE AGGREGATE . . F'CY �4 ----------- -- — ��___ _—_ SPECIMEN NuMBER 112-2 97-7 9�-7 99-14 ],00-2� Z07-2R �02-OPT �� _.. -- __-- _ oATE TEST��s i7/3/75 7/3/75__ _7/10/75_ 7/24/75 7/24/7S ---- - ------__t_. — — - NUMBEft OF RAYS CUR�U � �j ��' � �F ��1 2�i DIMENSIOhlS� INCHES -'-` �— — -- � s,�a s ta s ta s�a s�a � STD . CYL I NC]ER=6'�h� L'� � sPEC � Me�v WEIGHT�PDUNC�S 27. 95 28. 02 27. $2 28, d4 27, �?1 BSSC1 DENS I TY , F�'GF 142. 4 � 142, 7 147 . 7 142. 8 141. 9 AREA DF CYL { NUERy IN� � � � 2f�. 27 � 28, 27 28. 27 � 28. 27 28. 27 STD . CYL } NL�Ek=Z`1j.�7 I N2 }I i ToTAL TEST �OAb ,POUnr��S ��360Q0 I 8f�000 IO?O00 � 109000 110000 COMPRESSIVE S7RENG7H�NSI 3042 3172 � 3608 � 3$55 3891 SPEC I F I EG STF7ENGTH f 51 300C3 3Q00 �3000 � 3000 3000 --� _-- � TYPE DF FRACTURE : , � � � } OIAGDNAL SH�AP i 1 1 1 � } CDN� � 3� VERTICAI_ -SPI, ( r_i-- --I- ------ --- - --- — REMARKS T__ _�_. e___�._. ,- ----------- -. _._..�___---- - SAMP�ED �v __ G, Manzari _TE�Te� HY G. Manzari _ Si c,NEo F-aRM r�_i � � cor�c�ET�i E�_o TFST nNo � � aOnU r�,�,rx� ;,��e C�?!v1FRE:SS I Vc. STRENGTH RFNCJRT � cc�k5�edt? y�},.,n,,gs . � CC��r�Ci•W�'17 , �,�� `�' ��7 CL I ENT �0 122-2 � t Ae NO 112-2-( 103-ZOs�) 1�1J, scxnr� (rorxdc�e f��1 w�zu p o t�ox �a Cor�CRETE Co Porto Mix � �au ct�laado•Otib51 ��4� ��'� CDNTRAC70R J. A. H�d�r Construction Co., J ` Pr�o�ECr Northwood�_�uilding ''C" v� �oil � c�undat�on - �1��(�'Qer�� TRUCK �0 513 T N c+tE T rvo V3485 � T a n�� ra 3 xEr, 9: 31 a�r� � aEr:�D: 00 �,�AC�o10: 15 2nd Floor Slab �rom C Line to E LinA i OCA � f 0�� DF PLAGE�EN7 I N STRUCTUR� ____ ___ _� - , � 12-13• ---- — -- ----- — � � CU Yi�S F�LAGEO . . , _2��35+ CU YOS �?ATE �F TEST. . . . 6��Of 75 CONCRE7E TEMP , � TRUCK �DA� iNG, . . � CU YDS TI �E OF TEST. . . . 17 : 30 �pg o� "� N�ATEf? CpNTENT, . , GAL/'�LD SLUMP- I NCHES. . . . 4a LAB �� °F � WATER-CE�iE�T. , . . RATiQ FRESH CONC, WT, « f �'F AIR TEMP . Af)'NiXTURE , . . . . . . AEA ENT, AIR CONTENT 2. 7 "r,' �p8 �� °F _ OZ/vp SA�tPI_E CUR I NG. . . �ab, CALCIU� CHLORIDE ___ j., wATER ApDED-GALS � _ PLANT 10 JOB � fTE MI X Nl.lMgEFt . . . . . . _ CEMENT CONTEN7. . 5� Gk• FcY � , 5_j�'Z}'� SPECIF ICATI �NS . . _ C�ARSE AGGREGATE F'CY 3�� 3,I�'�-J��i �E:.� I GNEO �Y , , . . , � _ F I NE AGGREGATE . . P�Y /�4 ---- - ------- - _ _._ — SPECIME�v_ rvE1MSER 172-2 �03-7 1Q4- 7 105-14 �.06-28 107-2R lOR-OPT OA7E TESTE« _ l_— �/�/75 - �1�� - – �/L4/�s �/2��/�� /2s/�s NUMBER 0F OAYS CURED � 7 l � 2�5 2� oi +uErvsio��s, in,c�+�.s Std Std S�d Std Srd STD. CYL I NGER=6��X� G�� SPECIME:N WElGhlT�POUNDS �7, �4 2�, 29 �7, 3� 2�, 15 _ 2�, �t3 BSSD DE NS I TY � I-��;F I37. 7 � 139. 0 139. 7, 138. 3 13'�. 7 AREA of CYl_ I rvD�R , I N2 2R. 27 v 2R. 27 28. 27 28. 27 28. 27 STD. CYl_ I N[��.R=Z�i.�J I N` TD7A� T�ST LOAp ,�f7Urv�s 7180Q 7200Q 78a00 85200 8$400 CDMPRESSIVE STRENGTH �PSI 2539 2547 2773 3049 3127 sP�ci � ie� STRENGTH ��-� 1 ��a� 3040 3000 3000 3000 � TYPE Df FRACTURE ; 1 � 1 � � DIAGONAL SHEAR > > 2 ) CoNe j� VERTI CA�_ SPl_ I T R E M A R K S -------- - _. �� G. Manzarl C. Manzari SAMP!_El7 BY ____ _TESTED BY ____. _ Sf GNED F DRM (:-..� ' � CQNCRE�� IFLD TEST A� �/ D � ""� �'' �� CQMPRESS I VF STRENGTH REPORT �� colaedo sp ngs � � cdore0��d�9'17 �''� '�� CLIENT NO 1� 2°2 � �_aa N� 11�-2- (lo�-11n) 1Q�1 sp�th t,ntOq? rodcj wp5t a ° b°0' � CONCRE TE C 0 POrtO [�7iX r. , �.e�l•mlorado•01657 � '��p� CONTRACTOR _ `J• �• ��pr �tin . tructian C'O. � �� CJ �l��at'�n PROJECT rdorth°�aood , eF'u ; l ; ing „C" �I��C,�I� T�UCK tJ0 ��9 TlCKET N�C? ��il$ i/,� TiME MI X�O 12' 21 ARR � VEQl�' �S PLACEDl: �� • �i/ LDCA7 � ON OF P�ACEMENT IN S3i2l1CTURE �OUt�'. Wall� 2rld L;. ft On Lin� A-B� 12-15. 'V J - � CU YDS PLACED. . . ��3� CU YDS DA7E OF TESZ. . . . ��3��-c' CONCRETE 7E�P . O7RUCK �DADIfVG. . . � CU YDS TIME OF TEST. , , . 2 : 00 JDB °F � WATER COt4�'ENT. . . pAL�LD S�UMP� INCIiES. . . . 3 3/� LA8 �� °F � WA"�ER-CEMENT. . . . � RATID �RESH CONC. WT. , 1r0, 6 �:�� A � R TEMP . ADMiXTl1RE . . . . . . . A�A EN7. AIR CONTEN7 4 . 6 � J08 �o �F �Z�YO SAMPI�E CUR I NG. , . L"'�• CALCIUM CNI_ORIpE � WATER A�QED-GA�LS PI.ANT �� JOH 51TE MIX NUMBER . . , , , , CEMENT CONTENT. . � �k• PCY � . �„ 5-3/ SP EC I F I CA T I DNS. . COARSE: AGGREGATE PCY 3�4� 3/�'�_�'� C�ESIGNED BY . , , , , _ FINE AGGREGATE. . PCY f�� SQECIr�£� NUMaER 112-2 1Q9- � 11C1- 7 111-14 DA7� TES7ED 7�10�75 7/10/75 7/17�75 HUMBER aF DAYS CURED � 7 1� 2�S 28 DIMEhISIDNS� IAICHES ::td S td S td STD. CYl. INDER=E7��X� �„ SPECIMEN WEIGHT�POUNpS 26, 87 27, 12 27. 39 BSSD oENSi ar , PCF 136. 9 13�. 2 139. 5 AREA 0� CYLINpER � INa n 28. 27 2�, 27 28. 27 STD. CYt_ I tVbER=28,2? I N� TOTAL 7�S7 LOAD �POUNdS �`��'00 79000 93100 CDMpRESSIVE 5TRENGTH�PS1 2A01 2794 3293 SP�C I F I EQ STRErvGTH F'S I 3QOd 3000 30Q0 TYPE OF FRAC7URE: � � DIAGONAL SHEAR 1 1 7 2� CONE 3) VER�ICAI. SP� � T f�EMARKS SAN4PLED BY�• �driZaT'i TESTE� BY G, I�l�,t'1zc�ri SIGNED FoRM C-1 ' � . CONCRET� �Q� IELD TFST AND ,`v� ��sp`r�� CO'NPR�SS I VE STRENGTH REPORT � cobredo b0'917 �'�' '�� CL I ENT Np 212-2 � l_AB NO ll_2-2--( 1I5-1?O) �� sau�h rraxog�e roed wesc R Q b'°°` �14 CO�vCR E TE C 0 �'Or�o Mix � . vd�cobreclo�Dib57 �� C�NTRACTOR J� A, Flycjer COnstructiOn Co, � �I PRO JEC7 Northwoods , Bu :lc', ing "C" v� �o � c>undat�on _ f1(�I�Q��(")(� TRU�K NO 8�1 T I CKE T Np �355� � . .� ' r7 TIME MIX�D2�� ARRIVED �� PLACED � LDCATION OF RLACEMENT IN STRUCTURE Slab 2nd f�oor area arOund St�3ir t�2, � �nd GlPvator bord��ring Lin�� l? ��nd L ne C ; Sou�h Wall �t Sta ir #3. � � CU YDS PLACEO. . . 2�/�� CU YDS �ATE OF TEST. . . . ��9�75 CONCRFTE TEMP . � TRUCK LOADING. , , � CU YDS TIME OF TEST. . . . � � 00 JOB °F � WATSR CDNT�NT, . , GAL�LD �LUMP- INCH�S, . , . 4 LABi� °F WATER-CEM�NT. . . . FtA71p FRESH CONC. WT. . �3`�• 6 F�� AIR TEMP , ADMIXTURE . . . . . . . AEA ENT. AIR CONTEM1iT 2•� �De69 °F OZ/'�YD SAMR1_E Cl1R I NG. , , L��b. ' CALCIUM CHLORIOE �; WATER ApOED-GALS �LANT� JOB SIT� MI X Nl1MBER . . . . . . CEMENT CONTEN7. , �� k• PCY 1 , �-��1'� $PECIFICATIDIVS. . CDARSE AGGREGAT� PCY �� 3��1"_#!.� ��SIGNED OY , , , . . FINE AGCR�GATE. . PGY �� SPECIMeN Nur�eER 112-2 11�-7 11F,- 7 117-14 DATE TESTeo 7/16/75 7/16/75 7�23/75 NUMBER OF DAYS CURED 7 '� �L� ��j 28 OIMENSIONS� INCH�S S td S tc� S tc3 STD . CYL I NDER=6��X12�� SPECI M�N WE I GHT�PDI,INDS ?7. 33 27, 2I �7, 17 BSSD QENSI7Y � PCF 139. 2 138. 6 138. 4 AREA OF CYI� 1 NpER y I Na 2� �� 2f�. 27 28, 27 STD , CYl_ I NpER=28.2�' I Na TDTAL TEST LOAO�POUNDS 7380d 73800 �3�1500 CDMPR�SSIVE STRENGTH �PSI 2610 ��il� 2989 SPECI F I EQ STReNGTH P$ I 3000 30�f} 3�00 TYPE OF FRACTURE; 1 1 1 � � IAGONAL SNEAR 2) coNe 3� VERT I CAl_ SPL � T Re�uARres '�Na ��-� bl�� t�xterior failure marks . SAMPLED �y G. Mc3C1ZdL'1 TEST�O BY �'' Mc�117.cnI'1 SIGNED Fo�M C_i � � CONCRET� I •� ELD TFST hND � k'�'�" �D`p COMPRESS I VE S�RENGTH RE�OR� � cd�rado � a ��.�� `� `�'��d� CL I EN7 f�� 112-2 � �_AB NO �-�2-?-{ 1_21-J2E�) t0.'}� sauch �rcrceqe rcaed �nzst p a bon 1�14a coNe�E�E co Porto Mix �ei•cdrxado•t'lt657 � � = _ � �� CDNTRAGTOR _�• _A�_ tiY'�er Construction Comp�ny PROJECT �orthwoods , Buzlc� �ng C v� Soi1 � oundation --- -- �f�ef�/1('� TRUCK N0 512 T 4 C'KE T N� �3593 `i/ � ,.y _ T 1 ME M I X�,D�� 30 ARR 1 VE,D_ �°��PLACED g ' �� LOCATION OF PLACEMENT IN STRUCTURE S��eond FlOOT' 51��3 Lit12 17-12, � � . � CU YOS PLACED. . , 21�3�4+ CU YDS DATE OF TEST. . , , �I��I7� CONCRETE T�MP . � TRUCK �pADING. . . � CU YDS TI µE DF TEST. . . . �� 3� JOB °F � WATER C�N*ENT. . . QAL�LO SLUMP- INCHES. . . . 5 LAe65 oF WATER-GEMENT. . . , RATIO FRESH CaNC. WT, . 143, 0 �CF AIR TEMP . ADP+AI X7URE . . . . . . . AEA ENT. AIFi CONT�N1� 2. 9 JOB 7g °� OZ�YD SAMPLE CUR 1 NG. . . L`3h, CALCIUM CHLQRIDE � WATEft AODED-GALS PLANT � ' JOB SITE MI X NUMBER . , . . . . CEMENI� CONTEh�T. . 5� �k• PCY 1 , rj—�/4K ,f SPECiFtCATIbNS, . CDARSE AGGR�GAYE PCY 3 4 3,��M—#� bESIGNED BY . . . . . FINE AGGREGA"fE . . PCY %��} SPECIMEn� NUr�BER 11�-2 121- 7 122- 7 oArE TESTED 7/22/75 7/22/75 NIJMBER DF DAYS CUREp 7 7 1� ,��j 2fj DIMENSIDfJSy 1NCHES J�d Std STD. CY� I NDER=b��X� �� SPECIM�N WEIGHY�PpUNDS 27. 41 27. 19 BSSD DE NS 1 7Y� PCF I39, f 138. 5 AREA D� CYL I NDER � I Na 2g, 27 2E3. �7 STD, CYLINpER=2�S,2� INa TOTAL TEST LDAt7 POUNDS 70400 7{}200 COMa�tESSIvE ST�Er�ctN,PSI 2490 2a83 SPfGIFfEO STRENGTN f�S � 3000 3000 TYPE OF FRACTURE : 1 1 1 � d1AGONAL SHEAR 2J CDNE � 3} VERTI CAl_ SP�_ I T REMARKS SAw�P�EO Bv �. M�nzari 7ES7EQ er �. f�7.n.�ari - SIGNED FORM �:-� r � _ �� CONCRET� I ELD TF,ST AND � ��e COMPRESSIVE STRENGTH REPORT . � cd�«�� s�o ��a� e�, i �n,r No 172-2 � 1C1,�1 saRn rrc:ncege ro�eU west �.A e N D �12-2- (1.4 3-1 1 n) � ° �` ��a CONGR�7E CD PflrtO l�iX � . _ wei•cobrado•01657 � �� GO►WTRACT�R �• A• } `��'r Cdn - tructi0h CO, (� `�I � QU�C-�t�� pRO.rECT IJ�rthwo�cl �L'u i 1..�ing rr��r ,J .M �I1 �r�C„��I� TRUCK NO ��9 T I CKE T t�p ��51€� [� j 12: 21 12: �+5 1:�0, TIME MIXED ARRtVED PLACED \i/ LOCATIQN pF PLACEMENT IN STFiIJCTURE �OUt}'� W��11� 2nd L _ft On I,ine A-B� 12-16, � - -- � CU YQS Pl.AC�O. . . ��3Q CU YDS OATE OF TEST.`. . . �'�3�7' CQNCRE4'E TEMP . OTRUCK LDADING, . . � CU YDS TIME Of T�ST. . . . 2: 00 JD8 °F � WATER CDNTENT. . . OALrLD SLUMP- INC�+ES. . . . 3 �'I`� LAB �� °� WATER-CIEMENT. . . , � RATID FRESH CQNC. WT. , � ��• �' . FGF � � R 1'E�P . ADMIXTURE , . . . . . . AEA EN7. AIR CONTENT 4.� J08 �� °F OZ�YD SAMPL,E CUIR I NG. . . L°-'�� CAL�CIUM CHLDRIDE � WATER ADpED-GALS PLANT � � �JOB SITE MI X IVUMBER . . . . . . CEMENT CONTENT, , _�� k. PCY � . 5-3r�4M SP�� IFICATIDNS. . COAR5E AGGREGATE F'CY 3�4}} 3J�1��-#�F �DESIGNEb Br , , , , , _ FINE AGGREGATE,. . PCY �� SPECIM�r� NU+�BER �� 2-2 1�`�-7 110- 7 111--1A 112-2g 113-28 114-�PT onr� rESrEO 7/10/75 7/10/75 7/17/75 ��3��5 7/31/75 NUMBER OF QAYS CURED 7 '� �� 2�j 2�j � 01 MENS I ONS� 1 NCiiES s ra s ra s td s�a s ta STD. C�L I NDER-f�'�X12„ SPECIluIEN WEIGHT�PDUNDS 26. 87 27. �2 27. 39 27, O�i ?7. 11 BSS�7 DEhIS I TY� PC� 136. 9 13H. 2 139. 5 137, 9 13�3, 1 AREA OF CYLENDER � IN� n 2�. 27 2f�, 27 28. 27 2�, 27 28, 27 STU. CYLINDER=28.�7 IW� TDTAL aESr LDAD�PQU�M1{DS �9;'00 7`�000 �31�0 104o0Q� I_02SOn COMPRESSIVE S7�reHCTH,PSI 2�OI 2794 3293 3679 3626 SPEG I F I £o ST�rENGTH P� � ?000 "�000 300(1 3d00 3000 TYPE �F Ff?ACTURE : 1 � QIAGONA� �HEAR 1 1 1 1- 1 2) coN� �� VEft T I CAt. SF�I_ 1 T f�EMARKS __ __ _ �^� _s__��__��._. �-.-- ---- - - - �. c�`_- ` �AMP�ED 6YL'• M�-�tlzdri _ TESTED BY �. h1��ri?c�r1 _SI GNED L �>-�v_-� _;`---�--` F oR� C-1 ".% � •� � CONCRET�F` I ELD 7�ST �ND � ��t'�'�e C0.'�1PR�S5 I vF STRENGTH f��PflRT � � cobrado�()0917 �•�'•�7 C� 1 ENT NO ��2 �' tQ�1 souch �r«xec�e roed w�¢sc l_A B N� l7 2-2-( 11��- I^0) � � ° �O0` ��''� CONCRETE CD �'orto r9iX va��colaredo�01C�57 �� GDNTRACTDR J� �. F1y�°-r �'On`=truc�lOn CO3 � O�) V oundation PRD JECT NOI't}',wOnd� � �'U ..lr' ].F�g nGrt � � � r 7 rl'�I(�I(�Q(I� TRUCK Ma �61 TICKET n,p �35� � T 11NE iM I XED �= a� ARR I VED 2� " P�ACED LOCATior� oF PLACEM�NT � w STRUCTURE �l�b, 2nd f]o��- area around st��ir #2, � �nd elevatar bord�ring Linr� ��2 and L �ne C ; So�ath 4�Jall �t �ta ;r :`#�. � � � CU YDS PLACED. , , 21�21+ CU YDS DA7F OF TEST. . , , 7�'��7� CpNCRETE TEMP . � TRUCK L�ADING. . . �- CU YDS T � M� OF TEST. , . . � � �Q JD6 °F � MVATEFt CONTENT. . . GAL�Lb �LUMP� INCHES. . . . 4 LA8 �1 oF WAT�R-CEMENT. . . . RAY10 FRESH CONC, WT. , � 3�• b F `;F AIR TEMP , ADMIXTURE , . . . . . . A�A ENT. AIR CONTENT 2•� �pg69 0� OZ�YC? SAMPI_E CUR I NG. . � L��b, CA�CIUM CHL�RIDE �, WATER ADDEO-GALS PLANT� JOB SITE MI X N�7MBER , . . , , , CEM�NT C�PITENT. . ['� `��' F(;Y � . 5•.3��„ SPECIFiCATIDNS. , COARSE AGGREGATE PCV 3�`1 �,/�l"-#1� DESIGNED BY , , . , . FINE AGGREGAT�. . PCY �4 SPECIMEN NUMBER 11?-2 215-7 ZY�- � 117-14 11`?-2F� 11`�-�� RATE TES7E� 7/'16�75 7/'I6�75 7�23�75 8/6f 75 g/6/75 NUMBER DF �AYS CUREO '� 7 1�1 �f1 2a OIMENSfDNS � INCHES S�d S td S�d S td `�tc� sTO, ev� � n,aeR=6"xj2" SPEC I MEN WE I GHT�POUNDS �7. �3 2�. 21 �^7, �7 27, Q? 2(=, 99 B5SD DENS I TY , �(;� 139. 2 ] 3�3. 5 �_38. 4 137. 6 137. 5 AREA OF CYLINDER � � Na 28, 27 28, 27 28, 27 2�3, 2� �g, ?7 ST�. Cvl_ I r��ER=2�3,27 1 Na TDTAL TEST LDAD,POUNnS 73800 73800 �4500 9�00� 9EiC�00 CDMPRESSIVE STRENGTH�PS1 �610 2E10 2989 3396 3396 SPECI F I ED S�rReNGTH F'$ � 3Q00 3C�b0 3000 3000 3000 TYPE OF FRACTURE ; 1 ,. 1 3 � 1 � DIAGONAL SH�AR 2 � CONE �� VERTI CAl_ SPL I 7 REMARKS '��p �;S �1° exterior failure mark ; , � �1_�'.� �"-" SAMPLEf� BY G, f�lanzari ��ESTED 8Y G, M;:n�a�i SIGNED �� z. "�/ F�aM C-1 � _ f _ _--___ _ M 1 . .� � . CONCRET�I �LO T�5T ANQ ` ��J�Op`�e CO�PRE�51 UE STRENGTH REPORT ' � c.obracio�00417 �' � '�� C� I ENT NO 1�2-2 � i.AB No 112-2-( 121-�_26) 10J� wuch fronoge roaU wesc � P ° �` ��4 CONCRE TE C D ��rto M ix �.�i•aoiorer�o t11b57 � �,-�, �'4�5 02v� eorvTRACroR J. _A. Hyder Cons"tructio� Cor�p.:ny PF��JECT TJa�thwo�ds , Bu �ld �ng C � v� Soil � o�ndat�on --- n��11Q�C,'��I� TRUCK r�o 5�-2 T t �KE r �o V3�93 [l j 7: 30 7:4 7 8 : 30 w riM� �nix�o ARRIVEO P�acEo LOCAT I ON OF P�ACEMENT I N STRUC7URE S�'COnd F'ZpOr Sldb Line T7-�2, � � � CU YDS P�ACED. . . 2��34+ CU YDS OAT� OF TES�. . . . �II�''��' CONCRETE TE�AP . OTRUCK LOA{� IM1lG. . . � CU YOS � � �� OF TEST. . . . 9� �� J08 °F � WA7ER CDNTENT. . . GAL�LD SLUMP� INCHES. . , . 5 LpB65 oF WATER-CEMENT. . . . RATID FRESH COF�C. WT. . �4�• � F-�F AIR TEMP , ADMIXTURE . . . . . . . AEA �NT. AIR CONTENT 2, `� ,�pg7g aF 02,�Y0 SAMP�.E CUR I NG. . . L�b, � CALCIUM CHl_ORIDE _ � WATER ADOED-GALS PLANT 1 ' JDB SIT� MIX NUMBER . . . . . . CEMENT CONTENT, . �'2 �k� PCY � . 5-3�4M � SP EC I F I CA T ( OfVS, . COAFtS� AGGREGA TE PCY 3�Q}} 3��iM-�4 DESIGNeD BY , , , , , fINE AGGREGATE. , PCY ��1 SPEC! M�,N NUMBER 1�2-2 12I--7 122- 7 123-14 DATE TESTED 7/22/75 7/22/75 7/29/75 NUMBER QF DAYS CUREO �7 7 � l� ��j 2�j D I M�NS I ONS� l NC#iES S�d Std ctd STD. CY� I NDER=6��X� 2„ SPECI ME�IY WE I GHT�POUNOS 27. 41 27, 19 2�, 25 I BSSQ ��NS� Tv, PCF 139. � 138, 5 138. 8 AREA DF CYLiNDERi INa 28. 27 28. 27 28. 27 STD. CYLlNDER=2S,�7 IN� � TDTAt� TEST L�AO,PpuNDS 704fl0 70200 81000 COr�PRESSIVE STRENG7H�PSI 2490 2483 2865 � SPECIFlED STREN�TH PS � 304� 3�� 3Q�� TYPE Df FRACTURE: � 1 1 � � OIAGQNAL SHEAR z� Cl7N� 3� VEI�T! CAl_ SPL I T � REMARKS '� � /�. SAMPLEO BY ��Mr�Z��ri T€STED 64� G, P��nzari 51GNED �c,s-�__�� ,;.� -- � � F�R� C-1 I' � � � � �.�. � CONCRETf�I ELQ TFST ANQ � ��'sp�"� F'�bC� COMPRESS i VE 57RENGT#i REPORI` ' � co►�racio•(�09"� ��`� '�id7 CL I EN7 NO I12-2 � f� l_aB ND 112-2-(121�126) �� X�cn�a�,cege �oa�d �u Po r t o M i x � ° �ODC 4 C 0 r�C R E T E C 0 �ai�cflkxadb�Otb57 � w„ - _ �'dx'�� CONTRACTOR _`J� ��_ �Y�er .Construction Comp�ny � ��i� � QU�at�� P R D J E C�' No r thwood� , £5 u i1d ing C n g i n 2 e r i n g r�ucK No 53-2 T 1 �'K E 7 �vo V3593 C/' ) TIME MIXEU�� 3� ARRIVEd_ �'�7PLACED � ' �� Second F1aor Sl�b Line 17-12. LOCATION OF PLACEM�NT IN S7RUC�URE � � CU YDS RLACED. . . �1�3�� CU YDS DATE OF TEST. . . . ��15I�� CONCRETE TEMP. OTRUCK LOADlNG. . . � CU YDS TIME OF TEST, . . . 9= 3� JOB °F +� wATER CONTENT. . . GAL/�LD �L�MP- INCHES. . . . 5 �qg55 0� � 143. 0 AIR TEMP .� WAT�R-CEMENT. . . . RATIQ �RES►� CONC. WT. . pC� ADMIXTURE . . . . . . . AEA ENT, AIR CDNTFNT 2.� Jpg79 °F OZ�Yp SAMP�E CURING. . , L�b, CALCIUM CHLORIDE � WA7ER ADDED-GALS P'LANT 15 J08 SITE �1X NUMBER . . . . . . CEMENT CONTENT, . 5� �k• PCY 1 . 5-3��N 3 q" SPECIFICATIDNS. . COARS� AGGRE6ATE PCY 3��1"—#4 OE59GNED BY . , , , . FINE AGGREGATE . . PCY %�4 SPECIMEN t�uMeER 17-2-Z 121-7 122-7 123-14 ] 2�1-2� ] 2�-28 DATE T�£ST£D 7/22/75 7/22/75 �/29/75 �;f1 �/7; F�/12/7� NUMBER OF DAYS CURED 7 7 � 1l ZH 2H D I MENS f ONS' I NCIiE,S S�d �� Std Stc� Std STD. C�L 1 NE�EFt=b��X12H SPEC 1 MEN WE I GHT�POUNOS 27, 4l 27, 19 27, 25 2�. 3�} ?7. �1 BSS� DENS ( 7Y � F'CF �39. 6 138, 5 13�. 8 I39. � 138. 6 AR�A �F CYL I NDER � I N� 2s. 27 28, 27 2$• 27 ��. 27 28. 27 STO. CYL_ I NDER=28.27 I Na ' TOTAL TEST ��DAD,POUNDS 70400 70200 81000 92200 93000 C�MPRESSIVE STRENGTH�PSI 2A90 2483 2865 3261 3289 SPEC k F 1 ED STR£NGTH F's I 3000 3(}00 3C}00 300f1 3�00 TXPE �F' FRACTURE: � � 1 1 1 � � D ( AG01'�EAL SHEAR 2} �ONE 3� VER T! CAl_ SPL I T REMARKS �'jAMPLED 8V �. Manzari TESYED BY �', ManZdr� SIGNED / ,-��Z�.----- '�. F ORr� C-1 � � � / � ` + ��i�11 � �U�.1�� ` TtJ� /'�r�,�l '�� L . � �.,� .. .,, ., LU.".1F��{t�� I vr. ;:; T�;�/r,��Th Rk.f-�.;ia" '++.�.,.,, _�k r�t� �a r-t p� --- � �+� ' r_x,�t, ,d'191 t � �;�� °rX, -k,a7 CLIENT ntD _ 1_l2_2 � � i.p,� r�� 172-2-(_127_132) �t.�:51 x• r!� r,.�,�re�z roa�c� weu � p :� !��• '�i4 CpN�R E TE C o _ Porto M1X � :��r �:ui Y�r� ��Y�tii - � _-, w, . �� u2,�;1 J . A. F� er Con:tructian Com �n � , COr� TRACTO�' _-_ _ - _----- - - —___._._ _�m P,_Y V`g► �OI� � C�Uf1G�C��iC�f1 �'RUJ�I:T a�orthwoods,_Builc� in� „C" �� nQe�� r�i�CK r�U - 512-- ------ T ICK� 7 !vU_V37��0 - r � ) TI '.1� s,� lx��_, 4: 15 AF?�rlvE.': �.' ?� P� ACEC;_4 : �f} �i/ , � �a�r � r�,l �;r F�ACE�nErvr I ^� STRUC7URE �lQOter� on So�ith Sir'�-. (�/� _— --- ��------ -- . �.__- —------- � _ ___._�---- ---- � " :� � i.AC:k�• , , . ?�g__ CU vOS �� E OF TEST . . . . ��5�7�' COf�CRETE 7EWIP . � 1tf�GK l. GA[� I Nu. , , �__ CU YGS T I ME GF TEST . . , . 5' 3� ,�OB °F � wA "1E:�? GUUTE�� T. . . ------- GAL�LC SLUMF'- INGHES, , . 3�? LAB �' �F � :r-17F�-CE:MeNT. . . . _._ __ kA TI 0 F�RE SH GONC , Ju'�', , �-�Z. � � ;F A I F� TEMP . A!:<� IY. TUP;' . . . . . . . - AEA EN�. AIR CONTFhiT3. �� %� �oeP� °� ---- OZ�YD SAMFLE CUF? I tiG. . . I,r3b,- - CA1_C � UM �:.HLUttIt�+E `_ y. ri'A'��R AC�D�D-GAl_�-----F'LANT 9 _ �oa � IT� vll 1 1�U'.�t.Eft . . . , . . �_�_ _, CEMFNT CONTENT . . � ��V � _ j - J_ s��ln SP:C6F iCA716NS. . � COARSE AGGAEGA7E_ r �'I . j��'�-�f11 1;� S1Gr�E': i±4 . . . . . ----,_._._--- — F I NE AGCHEGATE . . :__ ____v �'�'Y ,/��1 ----- -- - ..__.. . . - --__ __._- - --- __ ._� e_-- - -- ------ - I SP�.GI ��nE.ra n�+��+�� 1I2-2 �127-7 128-7 12�--14 I30-2�� 131-28i --- --- - -�- -- - , -- ------ -- ----- _�_- _ [)ATF 7ESTF_L' �'r12�75 8�72�75 8�1��7`i ��2/�7� 9/2/75 ---- --------- . _ _ 1 NU��AE3�R OF f:AY� CU3?EU r �l � �F �tiv �C5 — ---- ----- - --- - - - � - ----- - ---- — - -- -----^- - -_-_—�- - — - r� IMEr�; ior,;; � � rlCI+ES ' Std Std Std �t� Std �TO . �v� uc�r:EF-��"�l �" i L -1 -, -----�--- -- - - - - �NECI °uer� �`lEOGtIT�F�DUNDS 2�. �9 ?7. 3� 27 47 27. 29 27. 23 � --- ----— --- - --- -- — --- ---- - --- - - -- - , _ - t3��L' UE��S{ TY , F �,f ". 139. 0 , 139. €� 13�. 9 139. (1 13�3. 7 ------ -- --- -- -- ---- �- - - - --- - - —--- • A�tEA OF �;ti'I. � ��U:.� , 1 �`} f 2f3. 27 � ?°. . ?7 � 2�3. 27 2R. 27 - 28. 27 -- --- STr� . CYt.� � Nt��.:�=�fi.�'? � r��E � I ------ ----- _---....._ __ __ -- - + - - - - -- � - � - - ---_ _ --- +-� r - - - __ _�_---_ COMPFI�SS I V S7R�N� ib{ F c � 76600 _ � 7(;f100 - - _9D�p� , l��OClO �02�{)0 � TOTAL Tf.S7 LUAD �NOUN('�� } � _ -�_� � - -� , ;; 709 25�R 3''1:2 3>3 r 3608 -1 --- - - �---- -- __ - � - -r -----_ _ - _ - - t S�Er. i F i �� sT�7�r�c;TH� ;; ! ! 3Q0� ; 300(7 300d � 3000 ; 3000 �� - - - -- - -- - -- - - + - ---- I TYPf= OF" �RACTIIRF : f 1 - C � 1 -- — � 1 i � t -------� 1 ) f.; I A�:Or;AI `;r�FA� j �'. ) G o r�F= I � �i? V F R T i �`A� :,E_i I T-- - - j --- ----_ ___.____.__��__ ---- -----�._. ____�_�___. _��-- --- ,�`�.�.1 A��!��; �ar�� , 4 ,� , G. T�ian2ar i TES rE� �ti� G. P��nz�ri � i r,r�Et� - F U r�M i.,-1 � � �� ,�j � r,�ar�r;��FT�I ELD TF51` nr.J � � .�:�,� �.,�.. ., - , -,,.��RF.SS Iv� �TRF.r�GT� v� REPOf�T � t��k:ya1 ,, . . � � ��Jfrtek� Ltii.V4'1r S�.l �k k>•:7 G� I �N T N 0 112-2 � l_AB ND 112-2=(�33-] 3�3) tl}.�1 SLUth ��r�.xD�[ rGA� wVu p � tx�x f�aa GpNCRE TE C 0 P�rtO M;x. � Jt+]�'i Lll(jlCC�CI.(}1�`)i 7 � �:'� �3 4X' Q�� cGNr�racTO� _`�•__�'•__�`��r Constructi.on �,ompany V� �QI4 C.T oundation �'k�'�E c T North�ao�cls , �3u :Z��ing "C°1 ng�neering �'�� "o '11 _ jic�cET rvo V3758 CJ ) TIME �� ixtr 11 :46,a,�� ive•`; l?�� OPLACED72:45 ��i -- ,_DCA71Dr� (}F PLACEMENT Ird STRUCTURE Wa�� On A I�ine bet�+�e=_n 9-1.7, � _,. . --- ------ -- -- _----_____� — __-..� _� � CU YC�S PL.ACEp. . . c'�/ '� CU YDS �AT� OF TEST . . . . ��75 CDEVCRETE TEMP . OTFtuCK �.prao I NG. . . �� CU YpS T I .ME OF TES T , . , , �: OD J05 °F � rrA TER CONTEr� T. . , GAL��D SLUMF�- I rvCrr�S. . , . 4 LAB �c' °F i � wATER-CEM�NT. , , , _ RA1r10 FRESH GflNC. WT. , �4� • 9 f !,F A I R TEMP , ' Af?"A } ?i TURE. . . . , . . . � AEA ENT. A I F� CONT�NT 2• 9 r: JOB �g °F _ i�Z�YD SRMPLE CUR � NG. . , Lab, � CALCIU�.� CHi_DRIDE __ ;, wATEf2 A�pED-GA�S_ Pl_AN7 � �OB SI TE MI X NUMBER . . . . . . _ CE�+EraY CONTENT. . �2 �k� F'CV � . 7-�/�Zl�� SPECIFICATIOr�S . . 3a�o @�� CDARSE AGGREGATE FC'✓ 3�4 �/4"-�f4 I�ESI GNE;C� BY , . . . . __ F I N�, AGC;REGA7E . . FCY j#�i SP�Cr �n�N NUMBER 112-2 133-7 134- � DATE TESTED g��4 7� � --- -- ---------- --- ------ 8�14��'— -- -- ---____ NUMBER D� C�AY� CURED 'j 'J 1 � 2�; 2� D I MENS I DNS� I NCH�S , �tC� Srt� STD . CY�INGER=6��X1 �� S�ECinn�.r� w� IGt� T�P0UND5 27. 93 2�?. 04 BSSD UENS I TY , F �F 142, 2 142, 6 AFtEA o� Cvt_ � rv�� , i N� 2�3. 27 2'�. 27 � S7p , CY1. I �f�F�-��i,2j IN� TOTAt TEST t_OAD�POUNOS s��d� 76�C1O _^ I COMPRESSIvE sT��:rv;� Tr�,FSk 2652 26�8 SPECIF IE�' �_TRLNGTH�FSE__ �3�� ---�_ _�_ - TYpE 0� FRACTLIRE : �- - - ---- i ) b I AGbNAf� SNEAR i � 1 �� CD!vF- -------- ----- I --- --- _. _----- —�.--- - 3� VER 71 CA�. SPI f T 1 REMARKS G, Manza r i �-. G, t�lonza ri Sa�n��r� �v -�--�—j�.�T�� v � -- --- _srr,�v�t� Fo��+ (;-1 1 � ` ` � . _ � � CUt,i;�r. � �! ! l; T : :,�T ��:G � � `�� ' ; �•. �C;"Y1F'�tF;,� I 'v� �i��Ef��TH kEFG�RT ``.a , . . � c�i,K�x tli�."% ��[;t� �, � �,q? C� 1 E IN T N CJ �12-?_ ` � _ I_A� NO �12-?=( 1�5-Z50} ' t,�;, ti;;,,��n Fr�_rxeqrr ronci west a, „ tk�x i4�:�s C U rv C R E T E C 0 PO r t0 P�1 i 7C � •;af �,�k�recic� (l1G.Sl � � - '� -u;.s ax� r,��X» J A, Hyder Contitruction ��ompany � L.;, t;C�"d T R A,C''f U�i ---- —'- ._ �_.___ Lr� ��II � �U`-��atlO� �c�D�E C T �Northwood5 ? F3t.11 1Cj 7 rlc� rr�rr � 1 rl��(��f�l� Tr�u�„� n,o __S] 3 - — r i cKE z ho_V�854 ( � j Tin�F ��nixF ,; 1_32_.AC-r� � vEr�_2� �0_ ��i_acEr� � V� , .��;� T i ur� c,�- ��_ACtiMtNT � n, �7RUCTURE W�11 r"ooting_�'s .12-_13z and_�3aicony Wall � _9' �_of 4 th�_n 7' St' �n� 10' 4"`.to�L,ine 15. All S. of Line A. � �-�----- � _ �_ ._._ �__--�— -- ~' '{i '+�L+S F�E.Ar,�C� . . . ?�____ Cu vDS oATE �� TEST , . . , ��2I�� CONC�tE7E TEMP , � � HUCK GG�oir�G. . . 7 CU YDS T � �E 0� 7E5T , , . �� 5� JOB °F � v�A7E��t c:Ora7E��T, , . GAL��D �LUMP— � NCHES. . . . 4 Lqg oF wATE�?—CE�AENT, , . , � ,_ RATIO FRESH CONC. WT„ 141• 3 �- .;� Al �t TEMP . �', ADMIXTURE , . . . . . . AEA ENT, AIR CONTEN7 3. 4 z JOB °F II i � __ OZ�YO SAMP�_E GUR i NG, , , Lab, 'I CAt_CItJ�.i CH�.ORIDE �_�� y, WATER Af70ED—GAt_S__ PI�ANT � JDB SI7E ', M � X NUMBER . . . . . . CEMENT COfVTENT . . �� `��'k� PCY � 1 , 5_j�4'� �P�CIF ICATIDNS. . _� �. CDAR5E AGGF3E.GATE FC�� '�—f�� C'E:� i c,NE:� l3v . . . . . _, � F M NE AGGNEGATE . . FC`( !{4 SPECIN►Era �v+_�M�ER 112-2 14�i-7 146-7 -- -- -- --- ----_�_. _.�,_--- -�--- ----- -- - -- — --- DA7E TESTEI: li 8/29/75 �3�29��`� NU�INBER DF DAYS CUREG l �j � � �G'� ��S OIMENSION�� INGHES �td Std S'CD, CYI_ C NDGR=6nx� �� 4 SPFCIMEN WEIGH7 ��DUNDS 28. OQi— - - ��3. Y�- —�- ------ - - --- —_ __� d�� a��Ns � rv , }�t;F ]42. 6 � 143. � AREA-- Oi---I,YL I t�DE� � i Nz �28. 27 � � 2R. 27 s_ __.__� _ sT:� . c�vl. or�r��F7=28.`ry IPJ� 707At TEST t.4Ap ,F�pUND� C590O 6bOD0_ ___ __ � co�+nr�HESSivE sTK�rvc;YH ,F51 232A 2335 S�EC I f_ I E_f� 53HENG7�F_:i I_ 3QOfl p_ �Q00 ----_-- A_� — TYF�� DF' F RAC7i.��F. : � 1 1 ) i� M Ar,O,'�AL :.HFAR �'_ ) CpNf� �� VEt? T i CAI. St�t. I T f�E��1A<<r � . : -- -- -- — � ----- -- -- --- — :.,annN��. ,, , 'I. r�S�iar �E� TEt ��,. C, 1�Sanzari sar,r�EO � f-GRM C- 1 ' / � R ' � � � • ' � ��I,�-� ,/ - � COr��;�ETE F � ��D TFS� nNp �1 � �w�'�'"s�" �� G�J^�P(��5 I vF. ;�TF�ENGTFi F�Ef'fiJRT � ��tcxe.�-� (lf?9?7 r y(1.}. 4x> � ,r,47 CL I ENT Np l��-� � i.p,s N0 112-2-( �33-] 3�) 1[1�1t S��uth irc:+�tpc� rc�c1 wvu ` V p rx�c ?�4 COlVCRE7E CO Parto �1X. val•r�r�Ckj•(7Y657 �u.� x�� A�� CGNTRAC; TOR �• �• f9yr3��r Construct�.on c,om��any � . Nor thwo�ds _Bu :1�1 ing '•C" _ v� So�l �J aundation F R� �E�T ----- -___._..�_.._ _ _-- n g�n e e r i n g ��K ��0 5�� _� T � �K� Y �o_U3�5� CI�� - rinnF � txE�, _11 : �6ARr� � v�r. 12�1_Oa�_acEO12: 4; � D�AT I ON OF PI�ACE;vIENT I N STRUCTURE W�ll OCt A LiR? betwe� n 9—�.7. � _ — -- -- -----�--_---- _---_-- —_—___��---- — � � ClJ YD`; PLAC�O . . . '��5� CU YDS �ATE OF TES7 , , , . ��75 CONCRETE TEMP . � 7RUGK LDA01 NG. . . 5� CEJ YDS "� I ME OF TEST, . . , 2: 00 JOB °F +� rrA7Efr CDNTENT , , . GAL�LD �LUMP— I NCHES. . . . � �qe 75 oF � 4VATE`R—CEM�NT. . . . f�ATEO FRESH C�NC, WT„ ��l . g FLF QIF7 7EMP , AGMIXTURE . . . , . . . �_ AEA �NT, AIR CONTENT2. 9 'r ,�Q�g �9 a� �d OZ�Yn SAMPLE Cl9R I NG, , , I`'db• CALCIIJM CHLDFdI [�E ;;�., WATER ADDED—GALS `�_ PI.ANT � Jd8 SIT�E MI X NUh�1E�ER . . . . . . __ CEMEN7 CONTE►�T. . ?z �k. pGy 1 . 5—j�4�� SPECIFICATIDNS . , 300� �� COARSE AGGREGATE j--(`,y 3�a 5�1,�re_�fy C�E51 GNEC� e3v , , , , , F I NE AGC�REGA �E . . PCY j�4 sp�ClMerv_ nu�t�sE�!--112_2 133- 7 1�34- 7 13`�-1�1 736-?�? 137-28 -- - ---�—----- - ------ -- - -� -—- -i��--_— bATE TESTE� -- -- -- --! 8/14/75 �3/14/75 8/21/75- 9/4/7 ' 9/4/7� NU�1ABEf� DF C�AYS CURED l j' 14 i'_�i �Cj o � �nervs � or�s , i +vcHES Std Std S�d Stc� Std STD , CYL� INOER=b'�X1 �� SPECINSEN WE ! GH7�POUNOS 27. 93 28, 00 2F3. 07 27. 9F� 28. I4 BSSD DENS I TY , -F�(;F -�-�-- - �42. 2 � 742. 6 _143.0_ 142. 4 143. 3 AREA �F CYL 1 N�ER � I N'� � � 2�. 27 2s�. 27 2�. 27 2�. 27 2�3. 27 STO, CYLIN��FR=Z�,�7 IN`� . � ---{---- TOTAL T�ST t_oAO ,��uNOS T75000 7600p 96800 11�IQ0� 116000 COMPRESSIVE STRENGTH �F'SI �652 ?.6R8 3424 4�32 4103 SP€C i F B E C;- s TH e�v c_T H zF S I _— —3d00 �3��0 � 30�Q0 3000-- _ 30d0-.� TYP� OF FRACTl1RE : 1 Z I Z 1 lj DIAGONAL �HEAR 2) CONE 3� VeR T I CAI. SPl_ I T REMARKS G. Manzari G. Manz�ri SAMPLED 6Y _`_ TESTED BY SIGNED �"nRU r�_1 � . ' � - � � �� CONCRETE F � EL� TFS7 nND . �� r'�<<�' E�� CO"�iF'RESS I VF STREP�IGTH f�EF'ORT • � c�rar� s�r'ngs � cdorect-�•Q0917 �� CL t ENT NO 112-2 � � �,e Np 112-2-(1�5-150) f�1 sa�c� rurxec�z roed w�zu � o box �4 CONCRE 7E C 0 �'orto Mix va�•cdoredo•tYtti57 �` - ��'4��Q�� CONTRACTDR `��_'�'__�eI' CORStT'uCti�R Company � 501� lJ (�Un�C��l(�� P R O J�C 7 ��r Chwoods , Build i ng "C" ngineering TRUCK NO 5� 3 TIGKET ND V3�35� � � j TIME MIxEC; 1: 32 qRRIVEG � �� 'LACED �i� � OCATION oF PLACEME.NT irv STRl1CTURE Wa1I_Footing A 12T13, and Balcony Wall � 9' E of 14 thPn 7' 5r' ar�d 10'4" to Line 15. All S, af Line A, � � � � �U YUS P�ACEb. . . � CU YDS DATE DF TEST . . . . g/22/�5 CONGRETE TEMP . � 7ftllC�K LQAD 1 NG. . . � CU YDS T I ME flF TEST. . . . �: 55 JOB °F � WATER CONTENT. . . GAL/�LD SLUMP- INCHES. . . . 4 LAB °F WATER-CEMENT. . . . RAT10 FR�SH CONC. WT„ 141. 3 F,CF AIR TEMP . A�MI,XTURE . . . . . . . AEA ENT. AIR CDNTENT 3.4 �`y JOB °F OZ/�YD SAMPI_E CUR I NG, , . �'a�' CALC I UM CMLOR I DE j� �'ATER ADDED�GALS PL_ANT Q JOB S I TE PV11 X NUMBER . . . . . . CEM�NT CDN7�IVT , , 5� `�'k, pCy � , 5_j�l-Ft� SPECIFICA710NS. . COAFtSE AGGREGATE F'CY 3'�4 3/'�"-i�4 t��SIGNED �Y , , . . . FINE AGGREGATE . . PCY f�4 SP�CI �nE:N NUMBER 112^2 1�15,7 Z46-7 147- 14 OATE 7ESTE�� 8�29/75 8/29�75 9f 5f 75 = NUMBER OF DAYS CUREa 7 7 � � Z� Z� � o � Mer�sian�s, INCHES ��d ��d �tC'� STD . CYI_ I NDER=�'�X1 �Te SPECIMEN WEkGHT�POUNUS 28. 00 �2H. lO 2f3. 29 . -- - BSSO DEN51 TY � ��C;F 142. � 143, 1 144. 1 AIREA OF CYL I NDEIR � I N2 �8. 2? 28. 2� 28. 2� STn. CYl_ I NC�EF7-��,�7 I N` TDTAL TEST I,DA� �PO�JNUS 658pQ 66040 782Qf� COMPRESSIVE STR�NGTH �fSI 2328 2335 2766 SPEC I F I ED S-TRENGTH?�-51_ ' 30�� _�o�� 3��'d � TYPE OF FRACTURE : 1 1 � 1 � DIAGONAL SHEAf? 2 ) CONE j) VER T I CAL SP�. I T �EMARKS SAMPLED ev T. Meier TESTEn �v G. 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Pro�ect Name F�.tzhugh Scatt ' Architecture/ Planning �o[L.Tl�Wor�qS', Qu1L[3tiv� 'C. `��•+`t.. A�4��.��,-�� . Pro�ect N0._ 154$ Page Na. Date � - Ac'�ivities 5�'Zq �?� Fo�rmir�c.� �oo��r�qS C-5 , �.�. -5 � �-�I� (�,�-g Sc�^ r��4�� 0�� , c��,� . �ou�ec�.` �-orn��-r Wa(15 l � ��e '[3 �. � ��Y• , , � �. :�-�n Y J' T' �o v ( � �-o'r�°-r��r�,q -�o d�l�� s 9�r o� q-ti� 't-'�;�v g-�t�a�4- � �1 t y Gc ra�y , St�. a.��-�'�-o l�►�e. l3 • • S�3Q,�`fS ��e�- Yetl't� , o�� d�r�i 'Poc�� C tao1-� v, G � �'i�- @,��Vct�-o-Y' s�,a��- , ��Ca�� 2 tti��. lz , l �he � �-o b �-�we��, � � 8J . o.w�4 l t,n e, C � l Z �o l�. 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'._ DAILY WORY� REPORT � Pierce , Briner & �`'� � � � Pro�ect Name � �'itzhugh Sco�t � " ' • ' � � Architect�re/ Planning ' mt�S� �t L�C74 � . . _ ��-t t.. _ �S O G l�T�..,.5 - . Pro�ect NQ. ��-� • � Page,�,�,No. Da�e r � ' Activ.ities . - �rl��"'i� �G^i�c.�G-�c� 'V.� 4 tl � �►l��', q�r ��--Gtit�r �J � -�1•t�2 �a • � �..r�a�5�-e�[ ' . 4�T . �e�1�� L'� ��?51�.t �Cte� . O,G. C�/t�G�L.�� tG31n� �1YtiL. �. Q�.. . �cxY-k.�i�� tra�•c� �. � ��e { a� 1r�or_t�, �A�a�c�e� . � � Cotu� tin sk�r�ru�� '�'0 4-�G �1r 3•s,_a,� �� -�v�c#te.� . ��rp s-�- id.�a L 1 , 5 ~�-'�e�, p�1 v�c� (.l.) 4.L 1 �'o�r�M�,', ��e�c G.�C,T�.�t l vi. � c ��? Y S t0.�QS. C�1� G�' {(4�.�� "�1�b �f W�l�� T'o(��1SnGs� �11�t� i t �'f�C7(-TS� �'Inpc.�ec� �c� �-�r�� 1re�v��` Ay �o $ � b.e�c�.�e�vr 3}� � 4 � . a c�s 31�� 2�� dZ � � �� r ea� . t�.�ew��'. -t�� , Pa�+�e cQ � _ ' " �,:�- 3 w a1�s ��t h e �,4, �oQ. ��w�e,v� � �`� �- , �a�r�cQ rtc�� r ak �a o��,�� e,Y►�-�c� � L� +��, t� ��n o�-�-1� k—o � , , '�"-�Y. C�r-C�.v��v�-� �. � rc�e e� ��r� �r 5 ��.t.�tra G h �v-Q a��L �-�`�-`'�,r c,.t.g w cc+(� , . � ,. . _ _ ( . _ � � ' 1 � , �` � , � w � . r " _ . � . . .. . - -� . ; DAILY WORK REPORT P�erce, Br�.ner & - ° . Pra�ect Name Fitzhugh Saott � ' Architecture/ Planning � G1't7"�{-k �i�1,CbC►S�S �U lt_f7l t11c". � i � - GI� 1-S Pro��ct N0. � �� 'age�„ No. Date � ` Activ�ties � �v��3J�S ��-v-�ri�c�� awl1�S, �3ac.lc��1�t �'c�� tc�� oti�`�YacQe � h . � �caY~}'�1�h� �pa�-�t�9 g -�o�- Qta� � � , �)tcc��t�.�t� �a�c-. �l,c��-��cat `.7�Y�ti.c� �k-o T-'�«.�v�� 'vrtY,��r, �� laca.�-QCQ . �w�.�-��, �e�� a�QE �e�ti� �l s � C o�;�v i`�- 1 ��--��r�c-�r�c� w i-�� , . -�d e-�-4+ti g av✓t c� �?�c�nrt -Q ��V C3� �'e�11 ew e c� :.�t-►1 c�.� C. � o��2't'CG�C��(` `OC4��"�d1'�°a � t�"�r► ��Y�C�d �� :�C�� "��-�..�c� -�ovn� c-��--ioh k�a1.t c�a�^np�-a�ei7� -�'�caw� '�7-�� ou-IrL� '�`p f.�" r�'� "�c� 'S��.Q-�-'r-es-� ="F..�C.�,.ia��rt.� ��tirnq c�vc�es.� p�p�' ( � . 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C�cs Y ��,�c�1 x�'i`�0►�j t- �-.�.t�..,..•,. . ��c l t �. �� ,:,�r-�r t�,�,��'�- � , ` � . ��/�G/Z � 1�auY�at t�aa� t��'� - e�� w� �:�� •b�c�wu :wa1t � � �� , t�e�of�c� �JYG �d��. . - fil2.7�7 �c�u,.-c c:� S�Gt �r ��r 1n c��-a.c� � �l c �-+�c�t�1 ��—t$ ei -�a G �o��► �K' �� w � r�c a s�- -�a � � r.�� , tu cat r ! ��a c i� � S�Y��tD -�wtig, � � . _ i _ � � : DAII.Y W�RK REPORT Pierce , Br�ner & Pro�ect Name Fitzhugh 5cott , {� Architec"ture/ Planning �.�r�-��W��..��, �cs�lt�c4�:�r � v Prq,ject NQ. ��t � Page No. Da�e � - Activities � (a,13d/7J S-�-r►p�»��1 �a1r�-►S, lr�� --re�1��. �kAi � �� ti1 u � e��Ct'��cG�.` ��.r��c.�. V1�C� �Y � � �',`o v� �1r:.c� � . � �f—�`-��-.�v�� w�,4 � l 1 ►� � �z ��' -�-v 2�'d� ��o�r, �� c • �l�r 5�- .L' �o c�qr �a�ac la �"Z �--o i S �J��'�-�e eh ' ��c��r � �. G � -, � �o '�- �tr orwe ��-w�.eh 'l 1� l 2 -� d 1�, �11 e c�c�� e t ti�t �'• c�c�- �O #' .`j Io ce.v g O wt i� e:�` c3 V� � l t�C. 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(�� c�-�v..fj �. �r.�c�c F�.l! i �� -'o--r :;la 10 o tin �4'c�c�i e �� a+ � �l i.�a 1�0, �� p U.�OY� � _ � / p � � � '�- ' , • �AII,Y WORK REP�RT Pierce , Briner & ' Project Ivame Fitzhtkgh Scott ' Architecture/ Planning _ '��r�L�-r �? t,v a o 'o S �'�D C..�� Pro,j ect NO. l� � � Pa�e No . p�,te , - Activities .. 1 /� !� 5 �O'��'r C CI it.:�CL�C'�t'.l':1� .�1 Cl b 4�l C7� �f'Q^��. �'..i O�('�� C3 S� ! 1 R i.l�a 41 V � j=oY�-1-,��z�� -� �;>= `';+,�s� �Y�r��, Z�,�,d t�F� wQll� ��-c.4:,r , �i /�+ � � � C.��C�'t-\�t L 1/1,� � C'�1\'��. 1 J� C� C�'�� '��d � e_'� �� [g :� `� �'f r��' �'. � � �4c�[. ��1�a rn ` 5 t�U�-� r�� 7 4► � l� ",;,t� • �a�r �m ►�� .c!��r v��r a:� �s� � �1 L�'J:� i1 l `/L�'ti �``�+'t C��.:J t�� ..� �C� ��.''4:'� t,� S�'�` � �e c�Y � 4�0• F- . � , � �f f =-'� ��C�� r�• �- � I 'T,/$/�4 5 ' -� ' _ " ',��"� � t�-�- A.�u.�1`�,��,, � � :�;'Y � r .. ��Ir 4"Y1 I t%�q C��..� ':�C C°� !l�,3 1'c- �'�., �. 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C Gti V' �4`E'�''�4 q t=''-Y �� Ci--r �"i '-� � �- 4r e�'�:G�''� � "l"`7 'i � �Y�q 1 f �v a!wt �� c�r k t�,�►�, �,l�.�.1 a � �� o� � � ,: ��a�...��-�4-`�.`-`� � c � s�c�� o� � v;�ldt�v� c`. t3c� c � �ti �c ',� t� lut�n, �,�`� � 1 �'� �� V�[�e`r G1. C��'� � � ��'.1 �n t� �t V Live b d�t rt � E � e c �t v �c-a� � g � � 1S� '��-4.�--� . 1 � . � . � , l DAILY WOft�4 REPORT Pierce , Briner & � Pro� ec� Name Fitzhugh Scott • Archite�ture/ Planning _, � r'� �2 t-4-� u! t�ch C�� a l.,i'�G C. Pro� ec� N0. �� Fage Na . 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Date Activities ,;i ] C.� }��. /�' ! 1JI/�r (�,! � D n� f.�.�,��( j?+ ,��y°,� 1�1�� tI' f-�\�l�'lY �� 1 Vi�l��'�� r /1 V' �!W I \ 4 �� '`-'�.`^-1 ►-✓' � ' � iJ l � � � f � ��I'`L�' �UY',;t�l•'L? ��" ��.�� f4� hC�� G� L �a.'��!.�2� / p �� ► � �� C 1 �� / , � ..- _ .- . -------- �-- -� ( � � .`�� L�i�O`! �' -�'fi�- �_ � 4, ----_� r _ � ';--' 1V '� ./{��y'F��11F � �/�IC� 7� �-�� r ` ��es ; �,�r `I L 1�1 � ; �,� ,� ; 1 l r � � ' `r :" , � 4 � � t 1 ��..� ' ' � i` _,,,, � r . I ' �I ^•y r �^' � ` �1 � � 1 n �. �I�� ' �' ��.� ; ,_ �.- � �, �CC , v -��i , �, ' ; , . �'��`l��I(�,r! . �5-�i �C�..`�r' �� ' �� / �'!1 a r�C:' ( 0 -�,� �{;�� ``'� .1 ,. � � � � y `�� - _._.._., _ �._�.__� - _.�._.--�.._�.� __. . .._ .. _..._. . � / .-' ` �. z t�� 1l�CS Y�1 I+�r — I�C,� ,� C� -----�' ~ �i ��,1�.�°V'} � , � ( ( � �� I �? � Y' � } � � . � � �t�1n��1� — �� 4�x9Y ��'z� �I�'!� �� / � � � , , � S�� l, � �' � _. . � --._.. _�___..��.�—.-.,r �� ;(�,�� r�� i� �.�'�'� .��..��y , — _T_' .. . .... . 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' I '' ' ' i � �-�� , �- � �� '�r '�--; ...�(u ri��r .��i►� (12 -i1 } � ��J� � n01�' r � � � �".�' d � � ,J � � . �7,,'_:.< i '• �J.AJ 1r;',' �}i ��J •. ___ ---------_ ' � ---° - ---------- _. _---. . _ ... . , � ' � � i-,� � --m-- -- � � _u �- � .;� � } � � �� r `,� -- �; �-�` ��1�Y";`f' � � !7";�1�j �f �'�. `` �1��' I�uV �E�'�7 � f� L �� ' t�i1 N1 I I I i+r � } �� , �� i� � r�`� � � �G�r��.�i t,- � ��? �r�� r�, ��►� " �'�►' � ��I2� �::�.��,c� - �� -��-�� ' •. � �.� � ��. � ��, � � � � � �,_ � � �, �� ,�,�°�C � , �1;�,�,�,. �� ;�r' GGY� , � i�,r �,��'�' �,;�' � I�—�� . � � � ( �� •� �� `�ICS{Y'�C� '� �? -�7� �1 tJ�.C�; ` ��i� , a ' � ? - r I . /'--�' ��i .,.., �� , ' ,�y� � I'1, �� r�� r �j^�—��'� ,-,:�-: �..� ; � � �� , ", .. :.�-jr�-, i��'�' r /��r ��v��i �v�i� C� �Vr� � � � ` `� "' �' �✓I i �� ,� �l `Jl �� / � � � � � rr.. ��I� � v ! - � �-!� �un�b�r�� - ;.rAa �l.�r ��- 1) , � >, ,��r �� i � �; ��.�� !G� i��Y- ;��.�,�-�Y �f i'� ` � �C-� . ,_. -- - - _- -- - �_� �..�_— _ ...- -_-- � :� . _-�-- ---- � , � �, � 1 ` � � ' ,1 � .., ,��;�j ��. � ! �� 'r ��Q (''`:��drr�Glr '��'��lE":r� . :� ;�U..v' �-J f Ei ��, j��:_.0 � " �� 1 �� . . � y� f � ;r�r �lr.�� C�°1 � r E � ' " � ' � , ' , � . ; � , � . • � • DAILY WQRK REPpRT' - • Pierce, �r�ner & • Project Name ' • F� tzhugh 5cott ti `� , 1 i � I , ,�-� Arcnitecture/Planning 1J��',�� I��r��r �- �Ul�f�d°�; �.� , � _ `��i i' �/'1';`7`�T 1�,r'`7 . 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'��4� . � _ . - , - � .�, (� . . � � �!t��'Yl�1, ,C��,:-�`1.,�Co1/ � �'7�,�f�1 f 1'Li I V'1 C0��, . - � � - � ---------_�.—,:....__.__ �,....------�--�--.� _-- -.___— -T.,_,._.�, , - . , - . � +� r � r I� ;`� i l�5 - o�-��;��.1� -- �,p� � �, C�,,� �, � ;- `� w�,��,-�� I r..� � 4 Sti , � , � ' ��L�4 ��='�`I� S�U'3�� Q��....G� � �'1"�l'�+ �1[J�� !�,! � � �f � ,�' '� �'/` 1t�Y f c� �:��'t11 I YY� � �'�„[,�G!-I�� a,,�"' t)'J i � r� ��(11��f �U rn�� ` • + � � � � , ��}'1r'i�.a�r � i �ectio� � � Q a�s `te Pr� O� ` �,�`�.p � ,, � �� :i Va�l Fire Department tow� o ra� P.o.Box,00 caRRECT�oru �,o��c� 476_�200 VAI L,COLQRADO 81657 476-5613 Ext.223 Date served: �_ Date of original inspection: Building name: _ _ Building address: Buildingowner: Timeserved: _ THIS SUPPLEMENTAL REPORT COVERS THE FOLLOWING: ❑ UNIFORM FIRE CODE (U.F.C.) VIOLATIONS 0 SAF�TY VIOLATIONS ❑ NATIONAL ELECTRIC CODE (N.E.C.)VlOLATIONS ❑ UNSAFE PRACTICES ❑ QTHER DESCRIPTION OF VIOLATION: ACTION REQUIRED TQ CORRECT VIOLATIONS: CITED CORRECTI�IVS SHALL B� COMPLETE� BY: A.M.1P.M. Date: FAILUR@ t0 COMPLY WI'LL R�SULT IN FURTHER ACTIQN UNDER 7HE PROVISONS OF THE U.F.C.1973 EQITION COPY TO: 0 VAIL BI.DG. DEPT. ❑ VAIL POLICE DEPT. ❑ PUBLIG WORKS ❑ HEAL7M INSP. ❑ WA�ER & SAN. DEPT. ❑ PUBUC SERVICE BUILDIh1G OWNER/MANAGEF�: fSrynafure/ FIRE DEPA9TMENT OFFICER: (Siqna[ure) f Titfe) the prinlery ivai E ��" � � � �ecl�oq I Q °'�s .�e �,. � ` �- 'i ' �`, ` - ;w Vail Fire Departrnent tow� a ra� P.O.Box100 CORRECTIOIN NOTICE 4�6-22Qa VAIL,COLORADO 81657 476-5613 Ext.223 date served: Date of origina!i nspection: Building name: _ Building address: Building owner. � Time served: TH15 SUPPLEM�NTAL REPORT COVERS THE 'FOLLOWING: C] UNIFORM FIR� C4DE (U.F.G.) VIOLATIONS ❑ SAFETY VIOLATIONS ❑ NATIONAL ELECTRIC CQDE (N.E.C.)VI�LATIONS ❑ UNSAFE PRACl�ICES ❑ OTHER QESCRIPTI�N OF VIO'LATION: __ fiCTION REQUIRED TO CORRECT VIOLATIOI'tiIS: I CITED CORRECTIONS SI°IALL BE GOMPLE"fEb BY: A.M./P.M. Date: FAILURE TO COMPLY WILL RESULT IN FURTHER ACTION UMDER THE PROVISONS OF THE U.F.C.1973 EDITION COPY TO: ❑ VAIL BL�G. DEPT. ❑ VAIL POLICE DEPT. 0 PUBLIC 'UVORKS ❑ HEALT4-I INSP. ❑ WATER & SAN. DEPT. ❑ PUBLIC SERVICE BUILDING OWl�fER/!�lANA�GER: —.._ rS+gnaluro) FIRE DEPAl�TMENT OFFICER: 1 Signatuie) (Titfe) fhe pdntery:vail �� w. � � 1 f� a 1d� ' �T� „i+K� � ti I A ��1� ,. 'uu: ��,r,: ��i�"_�}�y`� 1. r ,�� 1, � ��. ; � Q � C w � � � '� ` � E � E. � � :�. ��^ ��a � a � ro � � � � ,.�: � r �• � �• '� . ,�(� oc a «a � � � O � � �fi ` a Gd `�° � � � h'' `� � ?� .�� rr O. � � p« t� � ~ � ° � I � �` � f�. :' O• `�i h�� O �I � y�� N �, � `` � � p 7 `� �'" '� � � ��•� � I �� c d7 H C� �'' �'' n � �� '� b � "' � o � � � x '] � ,� ti a � o a� ro � : � O � � `3 ' ,w' a° � h-� F-+� Q � n G� � � � ��.�. � n ty �'' c� U, �, I F �� u�i � �' � � o `'' � , ��,,, `i�` _�.�\ o I � � � � b � � ,�� - I '\, � b � � � �, Y• `� ►�--� L� �s '�1 � � 1�4! '^.�� i � � � ` d � � � � � � -�3� ! n , c� C] �--i 'TJ � � '� �!� • "—__`� ' �,, Ul � � {� ',� .� `�7 � �.."1 � ,�j.� I o t� s�. a � � '�/ �f � � V G p = � � � � ,..r, � � I � �'• H �. � C� � � y �7 � �'a, z � C � o I-+- y�y � D �p' (D C� � 'y ��1 � I o �#�; ,.. 'I r-� � � � �. � � ,:�ti � ��n, F� U� �' � t~ b `y y � � .� � !� �' � ~ � � `� � �r�.� � c '�� I� I-� I--� � ' '!' � ` �' � � � '� iG ti.� � '� ■ �' C� ct Q G� � � �7 D O O � � y � � � ;.,�+� � m O 'U v O � '�7 �'�` � . � � � � � � "� o c�n �n � o �' � �' �"� _ � � � � � , �'`� ¢ N y � ��,, � �� . :�, � ° c� ° � ,`" � � � � � o � o � � � � � �s'� (� h7 � `:�.,�„ y � rt �-F � '�.� '� � � � . ' � (p ,. '``+ y � . � ' r�}N`. �' � G" � a � � � �.� � a �„� � 1 ,`� '� � � w r�—` ,� ,�' � � � � '� � y � � :� � G� � !�- , ' � C � :�= d � C '�] N b � � + � .� ; _ �t � , _ 1 ��:: � � .' II �1 �I�, '��1�� 'Nh` . .� �� 1. 4. �'�' +�T ,� k � .. � � .;--�---�_ ,�-;�1 .� � , ,,� � �,; ��a� � , �� taw� a ua�i box zoo ofif:c�, of the town n�inager vait, colorado 81657 {3Q3} 476-5$13 February 24, 1976 Vai1 Associates, Inc, Hyder Construction Company' c/o Dave Irish c/o ICeith Box 7 and 4850 Jackson Street Vai1 , Calorado 81657 Denver, Colorado 8�216 Gentlemen; On Monday, February 23, Z976 I made ar� �nfort�al inspectior� of Nortt�wood5 Building "C". I was quite p�eased with tne progress made towards cor�- � ple�ion. The follawing items, however, neeti �r��nediate attention: � 1 ) Storage of soil , construct�on debr7s, and the like on Town of Vail pro�erty, mor� spec�ficalZy Vai7 Valley Drive right- of-way, is strict�y prohibited and must �e removed as soon as possi��e. Rny inqu3ries on this matter should be directed to Pete Surnett of the Town of Vail . 2) Continue� construction has interferred with bu�lding exiting. . It shalZ be �he responsibility af the contract�r and the developer to ensure that all exits are to be operat�onai at all times especially during non-work�ng hours, This 1nc1�ad�5 storag� of construction tools and materials as well as ar�y construction methqds that would interfer with unobstructed exiting. I consider the seriousness of this mat�er suf- ficient �o consider penalties (as outlir�ed in the Unifarm , Building Code) i� further infrac�ions are observed. ,...._ 3) Trash removal should be cvntinued on a regular basis. E � � t f 4) Signs must be installed at all entrap�s to the lower �eve1 par�Cing area stating `"Construction Area -- [�o Unau�hor�zed Persons Beyond This 'Paint" and its equival�r�t message �n Spanish. These signs shali be �naintained until all con-- struction activzty in the lower level park�r�g ar�a zs cQmple�e. I � i � Vail Asso�: #at�s, I�an� H��tler Cons�ruction Compan,� Februa"ry 2�,;' ,1976 , Page �wo '4 ` �I . I�' you have any questions abo�t the above-mentio�ed i�ems, please feel free to contact me. I wouid �ike to takQ �his o�partun�ty to thank you for your contin�ed cooperation. S i r�cerel y, DEPARTMEfVT 4F CQM�1�Ji�lITY DEVE�OPME��T . ,, , � ;�� ,./f��:, r" � c , , ; «'r'��..-_ _ -_ �-- WZlliam F. Pierce �� Bu��ding Inspector l_ � WFP/j k ��: {1 } Pierce, Sriner and Fitzhugh Scott (2} Mr. Jen Wright (3) f�r. Jim Vieie �� , � , `: s j , I � i e � � ' � , . I � ► i • � _ tn o 6 Z w N -' LEGAL CON- D W � � C O -I DESC. /�RCHITECT TRACTOR OWNER m z v� n < l' � m n m � � � O �O O D m C Z D �, � r c� � z c� 3 Z c� 3 z 9 1 � m < � n o { r m � � m { D m t� � 0 Z r � � . __ � � � o o � o � � 0 � J z ' ` � p C � � "1 � �Y 77 � I �r (' p � n � w \ � � �m � N z l. � .� 1 -,-, r u7 `r� T � �J��" � 'y V1 Ti = ° l z � � �; �jC � � h � o � � p , � � n '� � _ �.. �/1 T C' J i T _° ' � O � � rt q V C r b Cr z � = z = `► i = � � � � Z .� j m G� r� . ,�� j � Z � � � - c J � �. 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O � Q V �J � 4 O m X �. �. . �� p m � � � _ � � Q � z � � i � � Z m 2 v � � � � D O -I � r � � m m n G D � � � 4 0 O O � m Z � = W Z � m tn vi O D D m r � a z �p D C) 3 � � � r r p �� `3 p j v n n � m � Z r ro D r -n \ T y � � C O O � D � m D vii D 9 r�i7 � O � I O :n Y � y " :� r' T y �p p A D y � c�� G� � r y s x m � � z � y a c �' y r n y � � � vmi � m Z � � � D z D 7�s d p � ^ � � \ � m, O D < M L f p J � L r� � :� Z .`, D r � � p � H T, �J - � [�y� O Q � l!" � F G q A � O �' �. Y" � � W C T C� z 'L 7 � I R7 � V � oz ❑ � � � �' �' �. � 1 m a� z z y d m „� ,�. o � l n � � y � �� o � b � m � � �' m � � y � � x O v' y `3 m x i �, ., � 2 / r 1�' � N .� y z Q > � A � '� � � y �'� �. ,�1. � � A D rt1 y C� w p a ". � .i1 . � � � p y 1 y 7 ^� x � m p S � z � � � � * � _ o � � � � � x � �� ' � `�� ,. ' � \ r • • � Q � m p O 2 w rv � LEGAL CON• p,� � �^ ARCHITECT OWNER D � b { DESC. TRACTOR p D r m n m T m � N C �m z D � � r n 3 z n � z c? 3 2 " � m m � n h p 1 D D � D D � � � � < � n � p m j � m � D m D � � N � � � ❑ O �7 � � 0 0 � Q v o 2 C C m � m m OZ � Z O �' � W rn v� va T � v� cn v� � O � ^ o z Y� 0 � °- � ` T < W _ � N - ,n � z n - C r v n � � � z = S 2 � � Z 1 rn � 2 - � I �� N � � � r w � � m � 7o a 2 � - = 7 � � VALUATION us v> vi O D m c� 0 � r f!a - n' � v� c� z z rn C � � � n m p � < 1 � � � � v p Z � � p m < � ,Cp D 7C oo y u� � T g m r O O O � q m � r � � c f � D va -o n D D p O � O -n -n . T � x ^� n � r m � -i i Z m � -i z 2 � � r m T n � y � W _ � � b W O v 70 � -I � � < y 0 Z � � � �1 �' r�i� � � m � � � w r y a � � z Z C) � -i rn � m m m T < _� m G� � � 2 m D � � G� G� � A O z m v�i m T f�7 � Z L) � n � sv 2 n ❑ � O O � p A r � � O � � � � � � N N' m m O cn v z z � D _ o �o ' � D a o �o - o � � � � � n a "-� T vi m O { O m p � m z � O � � m Z w = ... � � y � a z � ,o Z m z � � `� „ a o -+ � � O � r m � r�- C D O D � O b < � m m r, C D u, �n T O � � v m D Cf � � 2 � m tn tn O D A m i � � � z � D m A � � 1 1 7) r r p D m h; C 2 2 2 2 m ' ' y r T �t � � n m L� � �' � � � � < O O D D � n � � v�i D � m � � � � C�l p y m � - p � � r T � � � � D D � f's � tr„ rn � m -i y m � m y Z z y m y � y i+ f'� 9 � r' -I V1 1 � � �. � � 1 p m Z � ` d p A � � m O y c'' r. � .e, < O � L c�-� � '' D � y � � O O � � z � o m C M O 'L � 9 e; m "� x 'L �' y Z n p c � � � d ° z „ �, xy ��', v X � � � m o L �' y ^� � � � � y 'z o �' Y �' z � � z 0 '' �-3 v y � ya p n m � ci m o a � � v D n � � p H '� J� ^d -3 > � O Z � r JJ `'� .O7' f 7 .c'C t+7 tji � � = m J' � t�- � � p 'i � Z • • � INSPECTION RECORD Nhcx�e 47C�-'31U THIS FORM IS TO BE POSTEd ON JOB (Fnr Department Use Only) �4 hours advance notice requirec!for inspections SITE AND ACGESSIBLE TO INSPECTOR REQ. SPECIAL APPROVAL INSP. INSPECT�R DATE COMMENTS/ LOCATION SIGNATURE 5�'�BACK FOOTI NG FOOTING FOOTI NG F�QTI NG STEEL STEEL S7EE� C7 Z FOUNDATION WALL O � � FOUNDATAON WALL � � FOUNDAT9ON WALL FOUNDATIOI�E WALL FRAME FOUFING ROOM VENTILATION FIR�PLAGES WALL COVERING IINT) �INAL � APPLIANCE 2 ~ SYSTEM Q w x FINAL WATER SUPPLY & DiST. � DRAIN & INASTE Z �p VENTING � � STANDPIPES a AUT�. SPRINKLER 3YSTEM FINAL J S�F�VICE ENTRANCE U ROUGH � , U ROUGH � ROUGH w FINAL CORRECTION ORDER LEFT 5TOP ORDER ISSUED: RELEASED: CERTIFNCATE OF QCCUPANCY ISSUED REMARKS: NOTE: THIS CARD IS TO BE RETURNED TO THE BLDG. DEPL AFTER AL�, FEQUI.RED INSPECTIbNS HAVE BEEN MA��E TO AUTHORiZE ISSUANCE QF CEFTIFICKITE OF OCCUPANCY. �'� � � f DESIGN R1��VIrW I30ARD ?: , �'� DATE OF MEETYNG �~� �.� �.;; . ,± M�M$ERS PRESEIJT: A �;� � � � ; _" E' / � � L . „ � \ SUB�TECT: �l �� . � ACT I pN TAKEN �3Y BDARD : MOTION: SECONDED I3Y VOTE; I'OR: � � AGAINST - � � i APPROVED: " DISAPpRpVED: . � . , -. .. • SuMMARY: CHAI A OF . . , �� a p�zcA��rx �� 'a�� ,..,�. ,r':: � �,' � .: : , ... ...,. , :�•x,� ,,, . ' � � �,,.; , , . . • , ; , ,;! .. , .. , .. - . ...�. ��, .,.. ..f _ .,. . __ . _ __ __ ► • � ��o� . /� �'�/ - , �. ,,�.�,, �o Ben Strahan, Building Inspector oare 5 � �� Town of Vail SUBJECT Northwoods Condominiu� Project Sit� Work Permit �r ME$SAt'sE Vai� Associates requests permission to begin site work excavation on i�orthwoods Condom�nium site as of this date. Full building permits wi�l be paid for on ._ Wednesday, f�1ay_ 7, 1975. _ _ � _� SIGNED Davi� K. Irish ,� ' �; REPiY, , -� ;' �„L.r Permission for above site work is hereby granted. /' `> ___ : �% . � c_ - �.. /� /�� SIGIVED DATE V I ! Ben St�^anan / p�difPrm� 45 475 � �� S ►/� � � � �� r / , . �� , � ► - ,� �� f � , � i � � �► : i'`-:. -� - .. - �_ _ �� , ,.�:.,_, �,, ,.�.,,��.�,,�y ,ns � . e r�.� wnAi � ��- �a �• � � . ,� i .� �� -. �,.. .�� "� �� .I► w i i�1 �, ll w � ' ',/ i r " '�I�f"- '� _ r �. �rr ,rr �+• '�s� / . � . � .� i !. �;<---�a - ... �— .r w■►�-�: — �- -- � i �' , � v r� i� •. � . _ � .�� - - -- -- _ ;.• , : i r � � �R , � / 4 � /1 �� :.. ;.i'" .s!„ '. ��w.. s.? .."'9 ��— -,.t � -�. ` �' %� / �1 / r ��,/ �. � � i�� I -� �� ,� �� i ' r � r �.:+/1 : ./ /, / �. /.� . � - �_._� �. _ - � � /� �� _ �,.,_ _ r : .� ��, . . . . .. _i. �� ;�; ' . . � � � - �1 /� � _ . _ __. .,_ . - � � � , , � ��. -� - -. v ey �rt� �i /!` � �1 - r • ,� ,:w� " .. �� -.. -., .. �.:,�.. .rr�+�� or � - r � � • / � �( � � � , i w . e � , � • % �/�� •s+ „ � , ` . � � r �. , � � �� ' �' .. � r � r � % ■ � � . /`'"�o�I� � �irl��`=.. .;.+..iM" �� ' ... � .� r.� �-�.:.. /� r l►t� '' C �`''r' '. - i� .+_ � :: .,..�,. � - - . ._ . . •�.i.�..r .i ... � . . ! < . .� �,�►,� I�v �,' .�+•�r, ,}'„v�� r�■ �`. �`.:� 11 -- � •, � _. .- _',,./f�.j ��-►r� � � � � �r '�'��i� •. � , , r � Juri�ion of...._...V�� .�..... C�.�!�.�--._..------•-•-• ' y-- --�- , � , ` GENERAt RL�►N CORRECTION L1ST �+'�ik , ,, � . r'=� Owner-----•;�::��.:.t..:��-:f:••------------..:.'.°.................�� -.... Plan Check No.....-•---�-----.....---Valuation.r�/��-�--� j � Job Address.....-=--•-- �J � � ; , . � .._......_.. Use.��5.t.....�_.r"..�►..'.�'G`� ,G�'"_..-�.._�Y.l..w�.-- _- .�..::.............'-=----=--�--_..... T�ype of � �;�, Qccupan�y t CitY-••----�---•-••-•--•--.�.......................... Construction...�.Y.....�� I - - -----•............ ....... ._..Classif¢cation --f--��....... G State...-•-•----------------------�-----._......----•-.................----.....- -- --------S#ories_..._ ,_.?�:.G�w�.cr....... � . - Fite Zone No...........'.�. y 7otal Alfowable Floor Area �� ..:.._...�.:�--=��1--�•-'•----�---Sq. Ft. Flaor Area: _ . . ` ` . ....::�,...:._.. Floor Max. -- -- � � � . _ ...asis or Increase..._.._ ._.._...�.. .......:.:...� . . { } �`-'-�----.-.__:'.:......�.,t-._I..�.:.....'..".5q. Ft. d � / � --. _.._......:._.��j......'.�.�-----•-----�-�--..?'4.-`--� .'-.:..._. . Floor (Total).. s.g.�.��t.._.�'•�/•... ��'� ,�.��__....------5q. Ft. . � , ... ..._. � .r � ° ` Occupant Load.�L7....Gi.'.N.� ...--�-•......... .. .............:.............�.`. '--f- �..:.----�-- �- -_._...._.. -----...........----•---•...---� ; f, j :' �° COMM�NTS dR AS5UMPTIONS: �- ` ' � ' - ti -- � _ r, ,.rr,�[[(�[fi; � J i / G�. CC � '< � - — _ _��'v. • - ' . ,�/1r Ya/ �° 'N3 - /� ^� �; ,K d � �-J--=�_- �:J �ri,. ,�-y � ° '� � r Corrections checked �ielow are to be mad€ on plans before permit is issued. ' 4�� The approval Of plans and speciffcations does not permit the �iolation of any section o� the Buifding Code, or other City Ord+nance or " �`- � State Law. � > - - � — GENERAt (b) �otai width of all openings limited to 25 per 1. Valuation should be $ ... l._:.................... cent oE the wall 6ength in khe story under consideration. ' 2. Show job address on plans. � (c) All openings protected with ffre assemblies having a fire�resistive rating ot one-and•one- � - 3. Give name of person resportsible for plans. ha�f (three) hours. (d) Ducts throu�h area separation walls should � 4. Submit tully dimensioned �lot plan. be avoided. df al6owed. fire dampers on each 5. G�ve all dimensions on plot pian. side of the wall are required. Section 30.102, U.B.C. Standards. AREA UMI7ATOONS AND G'cNERAL I0. A fire�resistive occupancy se,para,tion in conform- OCCUPANCY REQUIREMENTS ance with Tabie No. 5•� and Section 503 is 6. Ground e�evaCions shouid be shown at corners re4uired between khe ot the bwlding and at chan�es in ground saope. - �- -�•�•�•••••��•••••••••-•••••�-•��-•-•• (••-•- - .•hours) �: The ground e3evations should tre taken at the - ;.. .........,.............................. G........-. .-hours) � lawest point between the e,ctenor wall and a - ' �• •� � ••�� •��••- �- -��• �••��- -- . ��ours) pOiflt 5 feet ouC Or at the propeRV line, of 1Z. Horrzontd� oCCUpancy Separations Should be 5up• Claser, Where the exter�br wail is paralleY to and ported with a structural system havin� equiva• within 5 (eet ot a public sRdewalk. alley, or lent fire res+shve protection. SeCQion 503 (d?. other public way, the ground elevat�ons should be the elevation of the pubRiC waV. Tfie number 12. The 6uilding is limited to Stones .. pf 5tones m this buiid�n� cannol be d d (_ _ _.. .... . __ feet irt heiRht) as a TyPe until this data is turn�shed. � structure. Sectlon 507 and 7able No. 5�D. 7. The tota� floor area is lim+ted to . � ��' � '�' � "� ' .,. . ... .......... . .... f � Sq��re fec:. Sec:�ons 5C5 and 506. .___ _. _ -- -. • � _� __ . .. . .__ ,. - _ - - ...._... . . $, l�nobstructed yards of . . - feet should be maintained on . sides TYPE OF GONSTRUCTION � ...... ................ . af the buildmg for area purposes. Section 5p6. t 13. Type V (ifl�N) (iV�N) buildings are not permitted E 9. Pr�v�de de'a�ls to shaw that . '-': in F3re Zune No. 1. Section 16U2 (a)� � �hcur �re� seG�3r�t�on walls should Comply with �_, , Section 505 (�. ' 14. Roa� coverings should be fire retardant. Section � • (a} Exiend vert�cafly (rom the foundafion to a 1603 (a) or 1704. Details or specifitations com- point 30 inches above the roo(. ply��g with Section 3203 (e) are requ�red. I � Sheet No......�...---oi...---._6.........Sheets � r, • I5. Exterior (court) walls in ...,..____.-._... teet nf 31. d stri�ping or suspended wood systems �or 1 lines should be af . _ __ _.. .. kruCtion. g}ipsum baard ceilings should be not less than Sect+on ..............._ . 03 �a� -hour consr �, ` �-fnch nornindl thickness. 5ection 4704 (b). 16. Openings in extenor (court) walls within _..._..... �Section 4703 (b) for wall stripping.] feet of properfy lines shculd be protectpd 32. ffnal partitlon layouts and detaits should be sub• � with three-fouRhs•hour fire assemblies. Sect�on� mitted prior to installation to �ust�fy complran��e .. 03 (b}. with occupancy, hre•res,strve, structural. : 27. USabGe space under the first floor except in exit requirements. Group I (J) Occupanc�es showd be enciGSed I 33. � Justi#ying test data in canfarmance wrth SeCtion as required in Section 1703. ! 106 or an ICBO research recommendation is r required for ......... ' '(y 18. Fire•res�stive construct�on for structural eiemer.ts � �' "` ' �"""""'"' " ' ' """"'"' �' in the exterkor walls sho�dd comoly w+th Foot• � ' 34. Rooms in whiCh ruboish (linen) chutes term�nate y note No. 1 of Table No. 17-A and Se�t�on shovld be separated from the remainder of the ��F ..................... See SeCt�on 17Q2 far tlarifiCation. � building wkth a one•hour oCCUpa�cy Separation. ��„� - Section 3003. 19. `Building paper should be appi�ed to extenor ` L`,'• walls as specitied in �ection 1707 (a). � 35. Qpenings into rub6ish and linen chr�tes should l c, A not be located rn required exit corridors or stair- 1.J' 20. Enclosures for floor open�nes should comply w�th ways. Section 3003. Table No. 17•A, SecUOn 17�i6, and Ghapter 30. � ,14„` Details shau�d clearly �nd�cate th�s. SPECIAL OCCUPANCY REQiJIREMENTS �-` 21. ' Strvctural merr�bers carrv�ng masonry or con- ..................... .. ............... ..... ............. ..........�� ' =,� Crete wd115 in buiiding5 over ane 5tory rn height �.................. . ............ • . .....-.....,_._......... ��; should be Protected w�th m�n�mum one-hour Group 8 � �� fire protection. Sect�on 17b8. . • ............._.._..._--...--•- -• -..........,...._..__....... ,'t` . � 36. 8-3 Occupancies should be ot one-hour fire- ��' �� .._................- - -.......�..-... . -............. ... .,........ � resisUve construct�on rf located �n a basement � t,�� . --..................---..__.--.-.-----.--........................... or above the first story. Section 702 (b). 22. Nonabsorbent finish and backing far toilet rpom { vvalls and Hoor should eonform with Settion 3 B-2 Occupancies with an occupant toad of 100d 1711 (a). � or more should be in Type I, II, or III one hour � `� buildings. The assembiy room snould not be �3. Shower stall walls should be finished with a hard, � i1t a basement if it tonta;ns this high otcupant � nonabsorbent surface ta a he�ght of 6 feet. 1oatl, Section 702 (b). 5ection 17II {b). � ' I38. The mairt entranc� should (ront directly upon or � . 24. Doors and panels of shower and bathtub en• ha�e a 20•#oot wide access to a publie way at tlosure should comply with Section 171I (c) least 20 feet in width. Section 703. to (e). 39. Light and ventilation should Comply with Section 25. ParapeC walls not less than ...... .... inches in 705. height are required. Sectron 1709. ��- 40. A one ho�r fire•resistive vccupac�ey separatior, �., 2b. Eave overhangs and similar archrtettural pro- required between the bo+ler or central heahng jections �hould compty w�th Sect�on 1710. � plant and the rest of the building. Sect�on 708. .......................................... • -...........,- • ........ ......................................_..__ ..............__,.. ......... 41. Exterior openings for rooms confaining a boiler or central heat�ng plant ShOUId be protected 27. Metal roofing (sidin�) should be 6onded and with three�tourths hour fire�resistive assem61ie5 grounded in conformanee with the local elec• i that are Cixed, automafic, or self closing if lo• trical code. Section 1715. I cated below openings �n another story or if less � thran 10 feet from other doors or wrndatvs in 28. Projeckions beyond the eater�or wall should con• ; th� same bu�lding. Sect�on 708. tOrm wlth thc least restriChve ot the followi�q: ' {a} A point one th�rd the d�stance to the property � Group C line trom an exterior waii. Sect�on 504 (b). , �-- � (b) �4 point one-third the distance from an as- �� 42. Build+ngs hrousing Group C Occupancies shouCd sumed vert+cal piane iocated where fire� I �,� be of One�hour f�re•res�steve construUron resistive protection �f openrngs �s fi�t re- � thraughoui. Sechon 802 (a) and Table No. 5•C. quired due to locat�on of property. Section 504 (b). '43. Use of raoms should be clarified. Note that ............................................................................ rooms having an occupant load of more than ..�................................................................ ........ 104 and rooms usEd for kinder�arten. tirst, or second grade cannot be located above the tirst 29. Enve�ope te��ings should sat�sfy the following � story above grade except �n Type I construc- conditions (Sect�on 4303 (b) 6.J: � �tinn. 5ect�on 802 (b). (a) Should not be used to prov�de fire protection beam and girders support�ng more than one i � 44. A one-hour fire res�stive separation is �equ�red 11oar. i between laboratones, shops, storaRe rooms. , . {b) Cotumns shCUid be i�div�dualty (ire protected. i 7hese areas shouid afso be seoarated from (c) Duct and outiet oper,mgs �re ��n�red to 1d0 I other classrooms, Sect�on 802 (b). ' square inche5 m each I(�0 sUuare feet of ceiling area and s��ould be protected w�ch 45. One required exit should iront d�rect�y upon, or approved f�re dampers. have a 2�-foot wide access to, a putal�c way at (dj Elect�ical outlet boxes should be of steel and least 20 feet In w�dth. Sect+on 803 (a}. . not greater k�an 16 square inches +n area. � J 46. Sanit�r� fac�l�t:es should be Arovided in accora• 30. GyGsu~r1 bC�rd Cn,!�nq5 �n rpn�unCtiort with fire• I I ance with Sec,ion 805. r.� { I res�st�ve assemb+�zs shouid be 5upvorted at .�. mtervals not exceeding 16 inches. Item 25. I a7. Light and ventilat�on shouid comply with Sec�.��. � Table No. 43•C. 805. ! Sheet No.....�......oL......6..........Sheet3 � . � � � � I � 48. A one hour fire resist� cupanty separation is 64. able rooms in cellars are not allowed. SPP required between the o�ler or central heatin�; \ abitable raom" definit�on in Sect�on �Gg plant and the rest of the bu�lding. 5ection 808. The intent is to prohkb�t such rooms to be � formed with retain�ng walls. Group D 49. Grpup D, Division 1 Occupancies shouid be of 65. �:. ............._............ .-............... .. room does not Type I or II constructic�n unless complying with h fhe minimum ceiling he�ght required in �\ the Exception in Section 902 (b). SecL 1307 (a). �- �'' 6b. _..._ _-_._.�:�,, ._--._.._.. _..... __... room shouAd 50. G�iDUp �, Division 2 (3) Occupanc�es Should be have a minirrr�um superficial flo0r area of af ang Frour fkre�resst�ve construct�on thro�tgh� _ ____...._.__ square feet. Section 13Q7 (k�). out. Ta'b�e No. 5�C. 51. Light and ven ation should comply with Section 67. A toilet room should �rrQt open direttly irto a kitchen. Seetion 1305 (b).._c,rFP.,a�• 905. 52. 14 one•hour fire�resist�ve oceupancy separation is �• Efficiency dwelling unifs should comply with Section 1308. required between the hoiler or centr�l I�eat�ng - pfaRt and tlie rest oF the�t�uilUing. Sertion 9v8. • 69. I A one-hour fire•resistive occupancy separation 53. Extenor openings for rooms c`clntaining a boiier �s reauired between a hoiler room or central or central heaCing plant shou be prot��ted heating plant and the rest of the building, �,.. Section 1312. with three�(ourths hour fire•resisUVa.assemb4ie5 that are fixed, autflmatec, or 5ei�s4osing if 70. I Every dwelling unit �nd guest room should have located below openrngs ,n another story or �4 comfort heaticsg facllities as speafied in Sectian . less Chan 10 feet from ott�er cloors or windows I 2311. in the same bwlding. Section 908. � Group J Group F 71. Group J Occupancies are limited to lOQQ (3000) 54, Motor vehicle servfce stations shouid be of non• square teet in floor area and one story �n combustible or one•hour f�re•resistive construc• height. Section 35(72. tion. 5ection 11�2 (b), 72. Exhaust ventilation openings in a garage are re• 55. Storage areas in excess of 1000 square feet in � Gufred by Section 1504. Cqnnection with whole5�le or retail sa125 Should � , be separated frr,m the pubi�c areas by a one• 73. Garages should not open d�rectly into a room hour ffre-resistive accupancy separat�an unless used for sVeeping purposes. Section 1504. the building is equipped ttiroughout with an automatic fire-extinguish�ng Syster�. SeCtion 74. An approved noncorrabustible material is required . 1102 (b). for garage floor suriaces. Section 1504_ Asphal• tic conCrete does not comply. 56. Light and ventilation should comply with 5ection � _.__..... - _ -�•-�--- ._..._._ ---- -----� ...----� ° 1105. '/S +u srai�bc tal,rn t'.o.,,a,f�,de. - -� �-- --- -- -...._._- ....... ---�--.... _ _--��- ri"+� 57. ExhausY ventiiat�on at or near floor level is re• �(�T REQUIREMENTS quired by Sectian 2105. 58. A one�hour fire-resfst�ve occupancy 5eparaCion is 75. An ocCUpant load sign is required in classrooms. . required between a bai9er room or central heat- � �' assembly areas, etc., having an occupant load ing plant and the rest of the build�ng. SeCtion � of more than 50. Section 3301 (j}. 5ee .._......... I10$. .............. ..............._ ---�•- - - -- - -�-•--- -- ........ ........... -- -- .....- -._..___...-- ----... - _......... Group '�i 76. Conforming exits are required from the areas 59. A Graup H Occupancy more than tws� storoes in below as spec�fied in 5ection 3302 (a). height or havirtg more than 30b0 square teet ............ ............. ........... . .........�---........�... . .- above the first floor should be of or�e hour -• �••�-� �••••�••�--� -��•••••••� • �-•-�•• •��-�� ••••••••�- -- • �'� fire•resistive construction throughout. SecGon ............................. ....................................... .... 1302 (b). , . ' 77. Exits should have a minimum separation of one- 60. The�following rooms shou�d have window areas I fifth the perimeter o( the roorn or area servea. as specified in Sectlon i305 (a), one•half of Secrion 3302 (c}. lVote that �'per,meter" �s which is openable. along the outer boundary o( the room or area served. -...- ...._.._.........._............................. . .......... ..._...,............�.t....:..,-.:...,.'............,.._......_... �__;,._.., ..'.............._,....,.,, .,.,_,,,...,,,,,_,..,...__,._.._.,_, 7B. No point in the building should be more than 150 (200) feek from an exterior exit, hor�zontal 61. Mec'�aniCal ventilating system i�+ bathrooms exit, enciosed sta�rway, or exit passa�,eway, � should provide 5 4��•: u��,. �ir change directly ' measured ,n rhe d�rect�on of travel. Secnon to the outside. Sect�on 1305 (a). 3302 {d). ... ....... . ..................... . ....... 62. Windows from . . . . _.._. should 79• Ex�t doors should swing in the d�rect�on of .... not be considered as furnlsh�ng requ�red I+ght al egress. ect�on 3303 (D). ee doors .............. . � � or ventilation s�nce they do not open to a yard, ........ . .. ......... . .......... ................ ....... . . � Court, or street y� accordance with Section • 13G5 (a}. 80. Double act�ng doors are not allowed where serv• �, �n� a tnbutary occupant load of more than 100. 6�. Courts hounded on four s�des w�th wa{IS should 5ect+on 3303 fb)• be at least 1� feet �n len�th. For ceurts more �� 4h3� 2w0 StOnPS �n heiy;nt, thB �CqUired vvi0th fil. Ex�E d00�5 ShOUId be Openable ff0�n Ihe insi�]0 should be ��creaseci by one (oot and the re� witho�t the use of a key, special kno•x��:e:.;e. �_r , �`. quired length by 2 feet for each adt9itional effort. Sechon 3303 (t). Note also that flush story. Sectian 13Q6 (c). bolts or surtace balts are prohib�ted. S�eet No......�...,..of........6..........5hects . , � g2, Exit doors shoulrl be a omum size of 3` x 6'R� 1Q1. rails should be placed not less than 30 � ; with a minim�m door swmg of 90 degrees. inches nor more than 34 incfies above the � !'?ction 3303 (d). ......._.__......_._.......... .......... tread. Section 3305 (i). Two handrails are re- --- quired where stairways exceed 44 inches in i g3, The net dimension (clear w�r�th) at doorways width. . should 6e used in determ�n�ng ex�t width5 requ+red by 5ection 3302 (b). Section 3�03 102 Guardrails for stairs, balconies, and 9a�dinc� r. (d). In consideration of �oor thicknesses, pan�r should conform w�th Sect�on 171�1. Note t hardware, door swing, etc., the requ�red ex�t maximum clearance between intermediate ra. _ widths have not been furnrshed. �ee door is 9 inches. I .......................__.........._....,_ - --.. ...... I03. Openings in exterior walls wlthin 10 feet o ; 84. A }104r or 12nding nOt mpre than 2 inche5 belo.v exterkor StairWeyS Should b@ pfoteCted with � . the threshold �s requ�red on each s�de of an • self-closing theee•fourths�hnur fire•resisto�e as• i exit door. Section 3303 (h). semblies. 5ection 3305 (kj. I 85. Doors should nat R�o�ect rnore than 7 �nches into 104. Enclosed usable space under interior stairways � ihe required corndor w�dth v:hen fuiiy ope�ed should be protected an the enclosed s�de as � or more than one�half into the requ�red corn� required far one•hour fire-resistive construt- dor width when in any posit�on. Section 33Q4 toon. Sect�on 3305 (I}. i ��' � � "'�'��' """" " ` � ""' """" � �� 105. Noncombustible exterior stairs are required. Sec- 86. Revolv�rag (sliding) (overhead) doors are not per• tion 3305 (m). miMed as exit doors. Sectfon 3303 (t). 106. i Exterior sta�rs should not project int0 an area • $7. Ex+t doors should orovide immediate access to _ I (yards or courts) where wall openings must be an approved means of e�;ress. S�ction 3303 (g�. I protected. Se�tion 3305 (m). � Exiting through another room does not �omply, 107. One stairway should extend ko the roof. 5ection 8$. A landing or fEOOr that is level or not rriore than 3305 {n). It must be +n a smokeproof enclosure ' 2 inches lower khan the threshold is required on in buildings over four stories in height. Sec- each side o� an ex�t door. Ser_tion 3304 (h). tion 3309 (b). 89. Corridors should have a minrmum width of 44 10$. Six-foot 6-inch minimum headroom cdearance for , � iraches. Section 3304 (b}, stairways should be indieated on plans. 5ection 3305 (o). Note that this is €rom a plane tangent 90. Corridors serving nonambulatory persons should to the stairway tread nosings. have an &foot minimurn width. Seckion 3318 C�y � , � 109. Ramp slopes shoutd not exceed one foot in ................................ feet. Section 3306 (c) (d). 91. �ead e�d of carridors and exit balconies are ' limlted to 2Q feet. 5ection 3304 (e). 110. Su�face of ramps 5hould be roughened or of a nonslip material. Sect�on 3306 (f). 42. Walls and ceilings of corridors should be of one• 111. Stairwa s slhould be enclosed as specified in hour fire resistive construction. Section 3304 y (i). An architectural section througn the corri• Section 3308. ,,...+ dor is necessary to determine how thls is (a) One (two)•hour fire-resistive walls are accomplished. quired. _ (b) Oniy exit doors are allowed to open into exit 93. Exterior exit balcor�ies cannot project into an ' enc#osures. area where protected open�ngs are required. ✓ ................. . ....... .. ...�--�-- - --.... .........-......... Section 33�4 (f). (c) Doors should be la6eled one (one-and•one- - -...._........................_..----.._ --....._............-- --• half)•hour fire assemblies. � (d) Exit enclost�res should include a carrr or on 94. Interior operrings into corridors shpuld 6e pro• the ground floor extending to the exterior. tected as set forth �n Table �lo. 33•B and Fire•resistive canstvuctian should be as re- quired for the exit �ndosure, mcluding pro- Section 33d4 {g). tected openin�s. Only ex�t doors are per- mitted to open into the corridor. 95. Openings loeated between the end of an exteriar (e) qn approved bareier is required at the.ground exit balcony and the nearest sta+rway siiou�d floor to prevent people irom accidently con- be protected as requ�red for torr�dors. Section tinuing to the lower level. 3304 (g). - (f) Usable space is noc allowed under the stairs. • 96. Stairway ..-....__............................... shauld have , 112. One exit from the 6uildinq snould be a smoke• • � minimum width o1 ....,,.'.:......... . inches. Trim � proof enclosure camplying with Section 3309. a�d handrails shauld not proiect more than �'s °'"'�""' ° � ""D"' - :'`'. 3i/2 inches into the required width. SeCUon 113. Openmgs fnto ex�t courts less than 10 feet w�de 3305 (b). should be pr�cected wtth laheted 45•m�nute fire ' assembl�es. Seuion 3311 (e). Als� see "exit 97, Risers on stairways sttould not exceed 7y2 court" def�n�tion m Sect�on 3301 (c). doen�ngs inches and runs should not be less than 10 rnore than 10 feet above the court fioor are inches. 5ect�on 3305 (c). exempted. 98. Landings an sta�rways shou�d have a dimension 114. No openings other than required exrts are per• in the direct�on of travel equal to the w�dth of m�tted in ex�t passa�eways. The passa¢eways the stairway but need not exceed 4 feet. Seo ` should be of ..... ..... •hour hre•resistive tion 3305 (f). i construct�on. Sec±ron 331I (a). 99. Basement �ort�an of sta�rways should have an 115. � Ex�t illummat�on and signs should be provided �n �pprove�l b,�rrier whe�e Con#inuqus to uoper COnfOrmance with SecUon 3312. floors in an exit enciosure. Section 3305 (g). -�;� � 00. Vertical distances between stairway landings are �` � 116. Aisle (cross aisle) in auditoriurn 5houlci h�. . , minimum w�dth of . ... ........................... SeCt�c+n limited to 12 feet. SecUon 3305 (h). 3313 (b). Se�tion 3313 (e). Sheet No.....4.......of........ft........_.Sheets ` . . . . • . � 117. Panic hardware is requi on exit daors serving c•EXTINGVISHING SYSTEM Group B Occupanc�es hawng an nr.cupant load - . of more than lOQ. Section 3316 fa). In ileu 135. � An approved automatic fire�extinguishing system � � of this, doors shall have no lotks ar latches. i �n the .__. _... ...... is required. _......_ __...... , Section 38fl1. This includes blind spaces en• 118. Main and side exits in conformance w�th Sec- i elosed wholly or partiy by combustibie con- tlon 33I5 are requ�red for B•2 (1) OccuFanc�es. I siructian. U.B.C. Standard No. 38.i60 (k). � , Section 3316 (a). , ; I36. Dry standp�pes are required in bt�ildings ��,��=or 119. Corridors of Group C Qccupancies st�ould have a � � more stories in height. Sectlon 380�1. width required by Sechon 3�02 plus 2 feet, but not less than 6 feeL Secuon 3317 iay. p ; � 137. Wet sSandp�pes are required as specified in Sec- � , ' �: tlons 3805 and 38�6. 120. EaCh floor above or belr_w the grountl flo�r fevel of Group C Qccupancies shouid have no less �i � 138. I Fire extinguishing SySt@Rl plans should be sub- than two exit stairs. Sect�on 3317 (c). I mitted to you to deterrn�ne comp��ance w�th applicable building, plumb�ng, and fire codes. 121. Exit sta�rs serv�ng an cccupaqt ioad of more than - I - - 100 in a Group C �ccu�ancy should have a � FIREPLACES AND CFEI�v1NEYS minimum elear width of 5 feet. Section 3317 139. � Chimneys should compty with 5ec#ion 3702. (c). - i 122. � Exit doors cannot be more than 2 feet narrower 140. Firep6aces and barbecues should compiy with than ttre require� cornrlor width �n Group C Section 3704. OcCUpancies. Sectiors 3317 (d). � FINlSH WbRK 123. Exit daors from schoolroams sh�uid swing in i i 141. The intenor wall and ce�ling finishes shoufd be the direction of egress. Section 3317 (d). i ', specified and comply with Table No. 42•B and 124. Rooms of Gro�+p C Occupan�,es used by pup�ls Section 4203. and located below �rade should have one exit � 142. Gypsum wallboard (interior lath and plaster) can- leading direct�y to the exterior of the building. not be installed on weather�expased surfaces. • Section 3317 (e). 5ections 4705. 4710. See Section 424 for defl- 125. PaniC hardware is required on exit doars servmg ' nition of weather exposed surface. rooms containing more than 100 occupants I ! 143. Skylights should comply with Chapter 34. Plastic and in corndors of Group C Occupancie5. 5ec- skylights are allowed on6y under the conciitions tion 3317 (f). specified in Section 5205. 126. Every room in a Group d Occupancy should have 144. Glass and glazing shouid comply with Chapter . access to at �east two legal means of egress. I 54. Type and thickness of glass shoWd be Sect+on 3318 (a). � � specified. �-�_5� �,rArE G�s�f-�� -�� 127. Doors irom bedrpoms and wards of Group D � � 145. l Glass and glazing in hazardous lotations should Occupancies and aal ex�t OGenine5 where non- I I � comply with Seckion 5406. � ambu4atory pat�ents are housed snauld have a minimum clear w�dth of 4�1 inct�es. No ❑ro STFtUCYURAL � , " ' jectivns in this widCh are allowed. Section 3318 (b). 146. Spetial inspeckion in conformance with Section 128. PaniC hardware is required on exit doors 5erving � 305 is required for the follpwing work: more than 50 occupants m Group D Occupan• � (a) Struetural concrete where the des�gn is based cies unless tt�ere �s no latch ar �ock. Seciion i on an ultimate compress�ve strenQth �n ex• _ 3318 (t). I cess of 2000 pounds per square �nch. i (b) All weldin� except where done m the shop of 129. Every •sleeping roam below the fourth tloor � an approved fabricator. � ,� �hould have one openable window or extenor ; (c) Installation af high strerrgth bolts. door conforming to Settion 3320 ior emer� i (d) Prestressing work. � y . 8ency exit or rescue. e or. n� �,�.,�.,,�o �V •��o�.✓.�••-c�trn�. � - FLflOR, ROOF CONSTRUCTIO�t. COVERING, i i 147. Soif classification in corrformance wikh Table No. SKYLIGHTS, ROOF 57RUCTURES I I 28•8 and .._. __...__. . povnds per square � � foot soil bearing value used in des�gn should be �` 130. The space between wood floor construct�on and i `,� „ specified on plans. Section 2803 (a). a 5u5pended ceil�n� below shouid be divoped i f inta areas not excaeding 1000 square feet, Sec• , tion 3103. ` 148. The 4oundaYiora invest��atipn report mentroned in i plans wasnot included �n data forwarded to us. 131. Attics of combushble matenal should be div�ded ' .\l I It should be subm�tted for rev�ew. into areas not eYCeed�ng 25b0 (7500) square � feeG Section 3205 (b). I 149. All masanry or concrete elements resistfng Seis• � I .mic forces should qual�fy as remtorced e�e• 132. � Raof drainage 5hould be conducted under the � ' I I ments, Section 2314 (k) 3. I public sidewalk. SeCtiOn 3cOb (e). � 150. Precast concrete wal� panels are I�mited to an 133. Overflow dra�ns hav�ng the same size as roof G hit ratio of 36 (25). 5ect�on 2622 (f}. dra�ns and on �ndenendent d�a�n ImeS are re• qu�re� In i�eu of �r. � ..;^•`�crr sc�n�ers cnree °. LS1. Y�OOd n:embers may suppari loads from masonry i times the s�ze of roat clr�ens Shcu � Ce �nstalied j or concre:e oniy under the Cortditi0n5 SpeUfied � in parapet walls. OverUow system snouid have � � in Secti�n 2510. infets Ipcated 2 inches above the low points - of the roof_ SetT;on 3�Q6 (c). �-152. ! 5tructur3l caicuiat�ons Should be subm�kt°�� t� �`1 � � � �ust�fy the adequacy of the structur�i s��s',i-� ' , 134. The aggregate area of penthouses and other roof in res�sting seismic and w�nd Ioads, anu sup � structures cannot exceed 33�/3 per cent of the porting dead and live loads. This includes support�ng roof area. SecUon 3601 (b). foundations. Sheet No...._5......of. ......�..........Sheets ` H in ar� Mardware aton Y 153. Justifying calculations details shouid be pro- 167. Is on stress g method d B � vided for ............._.._........___.._.._........_.......__. . with justifying data are required on prestressed ..............._.......... ._ .._. _......._ _............. cortCrete work. This data should be subm�tted and approved prior to ardering of material. 154. Raafs shall be designed for snow loads of Note that all tendons should comply w�th 5ec- .....�v5..._........ pounds per square fooi. 5ecfion tian a303 (e) 3. for fire•resiskive purposes. 2305 (c). ,._ 168. Welding data or details for steel deck�ng used " 155. The roof should be des�gned for uplift wind pres• a d+aphragm should be p�avided. Ir.forma[:o,. sures with due consi�eratiorr (or latera� support should comp9y wit#� a specific ICBQ researcn of compression flanges of ilexural members. recommendation or test data submitted in com- 156. Floor load shou�d cons�der a 20•Gound pee- pf�ance with Sect�on 1Q6. square faot partition �oad. Section 2302 {6). 164. Detaiis should be provided on ror�t (floor} dia• 157. Marquees shouid be des,nned for a 6d•pound per phragm connections that ind�cate how the square foot live load. Table No. 23•A. shears are transferred to vertical shear resistinQ e€ernents. Connections should be justified with 15$. Garages for the storage of priv�te pleasure cars structural Calculations for compliance with al• Should be desigr�ed for a minimum 20G0 pound lowable values. wheel load. Sect�on 2302 (b). Z7p, Nailing for gypsum board (lath, sheathing baard) 159. live load signs are required. Section 2309. See used structurally on shear walls should be '" specified and comply w�th Table No. �l7•I, .... -- .......... __, - ........ ___.. ......... - -... 160. Gfued-laminated lumber should be fabncated in 17I. Shear walls utilizing gypsum board llath, sheath- � aCCOrdance w�kh SQCt+on 2513 (C). A certEficate ing board) Cannot be used to res�st loads im• of inspection s�hoUld be submitted to you. Sec• posed by masonry or concrete walls. Footnote tion 2513 (e). 1, Table No. 47-i. 161. Aflowable stress in glued�laminated members 172. Railings should be designed to withstand a 20- over 12 in�hes in depth should consider a pound per fopt horizontal force. Section 2304. depth reduchon factar. Section 25I3 (a) 4. 173. Ceilin g joists should be designed for total Ioad � 162. Cross grain tensfon irr wood is limited to approxi- of not less than 10 pounds per square foot. mateiy one•third the allowable st�ess in shear. SeCtion 2304. Roof and floor led�ers shoufd be �ustified tor �74. Interior partitions should be justlfied structurally , this ten5ion resulting fram a 200•pound per for strength and defleCtion cnteria specffied �n lineal foot horizontal force specified in Section Section 2312 (b). 2313 in CombinaUon wrth dead loatls, both Causing eccentric mornents. 175. ._.... �. .._.. should comply , .................................. 163. Bolted cortnections exposed to the weather are '��th a specific ICBO research recommendetrors limited to 75 per cent of khe allowable load or justifyin� test data should be subrrzittecf �n under protected conditions. U.B.C. StartcSard compliance with Section 106. II � No. 25.1711 (c). 176. Nlood members entering masanry or cor+cre*�,, sh0uld Comply with SeCtion 2509 (f). 164. Anchorage of concrete and masonry walls should .• - comply wlth Sect�on 2313. 177. Plans should indicate that foundations exter�d below the frost line. 165. Plywood grades should coniorm with Table No. 178. Pro�ide Complete speCificatipn in conformanCe 25-G. with the design for ...•-- --� ---..............•-.-_--•.....,. 166. Justification is required that sufficient slope or -------- -..__...._................................................. Cam�er is available to assure adequate roof , drainage after long time deflectians. In lieu of th�s, roofs must be designed for possible � pondin& of water. Section 2305 (f). � - • I Additional Correctior►s: Thfi�fhft�i ir��part of tRe D�ans and shall remaln attsched thento. Cornctioas as above in�tliCated w�ki be CampPiad w1t�. Rechecked and Approved................. .........._ .................................. (5ign Nere)......................._... ...... .._ ___..._.. _. _....... -_. - .... (S�g�ature Of Owne+or Appl�carrt) dil4......................•--••---.._...�.............. . --....... Checked by.........................................•-------�-----......-•-----................_ f`r-�` . Date--•-�-•-- -----...•----�------ ---�.....--•.................�---....._- Form 200.3 Sheet No.---6---..._of....__.6...._,.....5heets . ► ; � i i. � a . . �'�;��► C�=,,f_ �`� � � � � IvORTH��J�ODS Bli ILL�IP7G ' C ' PIERC�, E�RII��ER AND �'ITZHUGH SCO�l`T MEE`�'Ia�G 1�7AY 1 , 19`l 5 PRE�ENT : E��n Strahan Totivn of Vail Gordan Pi�rce Pierce , Briner & Fitzhu�h Sco'�t Craig S�-�owdan PiPrce , Er�.ner & �itzhugh Scott 1. Pdor.-Com decking at gr3de d�ck areas to be e� �min�ted as lan� as decl:zng has 1�hour se�ara�ion from building structure , which �s supplied by stucco . Redwood decking at roof decks does not have ta be non-cc�m as lon�; as it is not att�chec'. permarzently to building structure . 2 , Spiral stairs must maantain a rninirrium of 9" b�theen balus- trades . �ur pr�sent stair desiGn will require adding ad- ditional r�embers to obtain this status . 3. Door f�r�-ratin�:� Eaere revie�ed with the follol•�ing conclusions : A. mhree--hour separation b�tweer, �=�rk�1n� are� .�r:d stair ves- t�_bules and m�chanical areas . B. Orae and one-half hour separatian ir� al� st<<ir Lo��ers of four or ?nor� st,G?,ies in l.eight . C . One-�iotir separat i�n �n al Z sf,air towers less �han four staries in nei�nt ; and �t. a11 entr�ies or exits from the carrido� unless required by Q�her parts of the code as noted above . �I. Door clos��rs will �;e requ�.r°�a onl�� on �r3ose doo��s en�ering into �h� cGrriaor wnich w511 receive heavy traf�°ic and on a1.1 doQrs in all stair t�wers . En�.ry doors to apartments are not - corisider�ed �o be rii�h traf'f'ic areas ; �r�erefr�re , ti��i?1 not requiie automat�c doar closers . 5 . The a,uestion of Iacating �he Jacu�zi on the ba�e::zent and parkin� l�ve1 �•ras reviev,ed dti�ith the cot�clusion that r:?or2 definitive plans ti,ou�d have �o be su}r.;itted before an a:.swer could be made . b. A11 hollow me�al daors at individua] storage arcas located at the basement and parking level can be charged frort 1-z hour fire-rated doors to solid core ' B ' label wood doors . I � � ,r { r � � Pa�,e � Northwoads $uilding `C ' Meeting May 1, �g75 7 . Smoke detec�ors which are presently located in every bedroom of �he apartment may be revised as follows : A. One smoke detector can service more than 1 bedroom if the de�ector is �ocated �n a common hal.lway servicing the bedroams . If , however, the apartment floor plan allows any bedraom(s ) �o be closed off from the main apar�men� area for the purpose of separate rental space , that bed- room �aill require its own smoke detector. B. Smoke detectors shall be required at the top of all stairwells . C . Smoke detectors shall be required at the cei�ing of all loft levels . � • • .. . . 1 . MEMORANDUM 1"0: James F, Lamant �ROM: Bennett S. S�rahan DATE: Ju]y 23, ]975 RE: Northwoods Building °C" Pian Check In referr�ng tt� the plar� check dor�e by Fraizer & Gingery on �uiiding "A" at Northwoods, the Ietter was rather long on the sma�T items as well as large items. I used their plan check information to do the orre an Bu�lding "C". It appears that Scott 's office has used the same infarmation in doing their plans because alZ the smaZl items have been taken care of. Alsa please remember that I had two prelimir�ary p2an reviews w�th Sco�t's peo�le ar�d two lists were made at that time -- corrections were ma�e prior to submission for their final check. I be��eve t�at a few words can explain a 2arge problem, b�t I can make the sentences longer and doubie space it if you �ike. Attached please fine notes of the preliminary meetings. I hope this will �eet with yoUr approval. /jk � 1 _ � 1 1 - � ` ��`� �'-� �L � NQRTHi,�00D� BUILDING ' C ' PIERCE, BR�NER AND F7TZHUGH SCOTT MEETZtdG �1AY 1, 1975 PRESENT: Ben Strahan Town of Vai� Gort�on Pierce Pierce, Briner & Fitzhugh Scott , Craig Showdon Pierce, Br�ner & �'it�hugh Scott 1. Pdon-Com decking a� grade deck areas to be eliminated as long as decking has �-hour separation from building structur�, which � s supplied by stucco . Redwood decking at roof decks does not have to be non-com as long as it �.s not a�tached permanently to building structure . 2. Spiral stairs m�s� main'tain a minimum af 9" between balus�- trades . Our present stair design will require adding ad- ditional memb�rs to obtain this status . 3. Daor fire-ratin�s were rev�ewed wi�h the following conclusions : A. Three-hour separatiion between park�ng area and st�ir ves- tibules and mechan�cal areas . B. One and one�-ha�f haur separation in a�� stai� towers of four or more stories in height . C . One-hour separation in all stair towers Iess than four stori€;s in heigh� ; and at aIl entries or exits from the carridor unless required by o'�ner parts af the code as no'ted above. 4 . Door closers wi�.1 be �equired only o�i those doors entering into the corridor which will receive heavy traffic anc� on all daars in al1 sta�r towers . Entry c�oors to apartments are not � considered to be high traffic areas; therefore , wi11 no� require automatic door closers . 5. The question of Iocat�.ng the Jacuzzi o.n th� basement and parking �evel was r�viewed with the conclusion that more � definitive p�a.ns kauld have to be submitted before an answer ' could be made. 6. A11 hollow me'�aI doors a� individual s�or�ge areas �ocat�d a� t�e basement and parking level can be changed from 1-� hour fire-rated doors to solid core ' �' labe� taood daors . i � _ . _ � � � '� a I Pa�e 2 Northwoods Building � C ' Me�ting � May 1, 1975 � 7 . Smoke detec�ors which are �resently located in every b�draom I of the apartment may be revised as follows : I A. One smoke detector can service more than 1 bedroom if the de�ector is located �n a common ha]�lway servica�ng the bedrooms. I.f, hflwever, the apartment fl.00r plan allows any bedroom(s) to be closed off from the main apartment I area for the purpose of separate rental space, that bed- room �ai11 require i�s own smake de�eetior. B. Smoke detectors shall be required at the top of a11 , stairwel�s . I C. Smoke detectors sha�l b� required at the ceiling of all loft levels . I I I I I i I i i I ' I • I I � ` �� ,/ �� ►�"� � � � �� ,+� � ,�� , �,�� r _ - - ► . - � �i , *� . � / � -� � .+- � � P � 'Y"vr ��i ..w� ,., ,�. �;, �._ ,:, w�y,�r, � �� . �� i 1 . .��f � ' � �. "'z - ► w 1 .�-, �"r� �i;,W=rP' �' r � wf Yf� ., �'� yy.. ,,-:�� . . �� . .w �r�l "�1 � �'� � �I r a+� .. / . _� . .. .! � �. ,� - ,�- .•-� -r.r �..-Y-�� _- -�- -- • ,, r�, . �� , � • �I►� ` .. ! __ -._ , __�_...r.._.. M__..._. .... .. ........... � —�.. �, _ , ' , f `r�,i ME '�!-�'� r�` / ` � ,/' rri l ii .+ r'��-»„ ,e!, ��!� �."� �q .� � �v , � �� i 1 " �! -. �' s . �� _ �►y�.� "� . t1 �� ', "/ r � �� i i �' ? � ./ ■, ,r �, r , + �: / �� l _ i✓'� � / ►' �� -s .y� �•*�� - — � • /,r �� _ _. ..� . .�. r_.• . i■ � t�. -�- - - - �. . _ � w� ��'L=_ /�► �' r' - � . ' �•�1._ .r�:+ :.rsr , 11. *,, ..�;� u_.. t ( � � r • � ► � ` f � � , � � ,� / /� � • , � � ' _�e�'� . .... !� It •�.' �► . ., ' . %� 4 '� � � ' - r - ► i '� , � � �� ,. � y // � � � � � ? I •�' I �y•��,� ..� ..��Y � I •� r� � � •' r�«� � r �� f4, C �.yy:i �. � � y 'J��i I ' � �.r��.w�.� .A , . , r. i . �. � - � . :_,. . •. � - �r.�r,. ��. .�' �Y`� �� /' `�'�i'�' �� i�� .r � -r. �' rY�j�'� �Ii'�Y� �.s �.. r � � �► �� .--� i r I r • NiEMORANDUM T0: Bennett B. Strahan FROi�: James F. Lamont DATE: July 23, 1975 RE: Northwoods Build�ng °C°' From my experience plan check le�ters for this size of projects have b�en much more lengY�ty. I know Scott' s office �s thorough, but they have never been this efficient in the past. I hope we have caught them on all points. You must remember they are test�ng your thoroughness on plan checks. Yf even a seeniinc�ly minor paint slips by,you can be sure they will ex- ploit the situation on future projects. I have worked with them before, and I know how they operate. I I i I i � � � . • w, � :�� 1 l . �4 tow� o uai box 100 office of the town manager vail, colorado $1657 Iso31 476-5Fi13 July 23, 1975 Pieree, Briner, Fitzhugh Scott Architects & Planners, Inc� P.O. Box 2299 Vail , Colorado 81657 Attentian: Mr. Gordo ierce �� l , �Re: Northwa ds Bui1ding "C'j Plan Che ..:-. pear Gordon: In reviewing the Building "C" at �orthwoods, we find that it is in non- compliance with the Unifor�n Bui7ding Code, 1973 Edition, in the following ways: Item 1 The Building is in excess of the allowable square footage � as set forth in Section 505, 506 and Table 5-C of the Uniform Bu� laing Cocle According to the lacation on property and height, you are allowed the followir�g increases: a. 5ection 5Q5 (b) an increase of 100�a b. Section 50G (1 ) an increase of 21 .25% c. Table 5-C an increase of 33 1/3% d. Calculat�on: 10,000 X 2,0 = 20,200 X 1 .215= 24,2a3 X 1 .33 1/3 = 32,715.82 Item 2 If the building is to remain in the Type IV Construction, a 2HR separation fire wall in t�e center of the building ' with 12 NR fire doors in t�e corridors as each level is reqUired. Item 3 l.uft area in units R and S areas: a, areas exceed the maximum 33 1/3� of the area into which they pro3ect as definEd in Section 414 of the l�nifor�n Suilding Code and Ordinance #5, Series of 1974 and are thus considered a story. If areas are not reduced to comply, the building must meet requ3rements fur a five-story building and must be a minimum of Ty�e II Construction. � Mr. Gordon Pierce� � July 23, 1975 •, P��e T�o . b. In accordance wit.h Ordinance No. 5, Series of 1974, the loft areas exceed the maximum af 180 square feet for which a circular stair �T�ay be used; ar� additional 40 square feet n�ay I_�e added for a bathroom ar�d 12 sy�are feet for a closet if constructed . Item 4 Fire prtitection syste�ns -- shop drawings n�ust be su�m�tted zn tripl �cate to this office for review prior to installation. a. An autoinatic fire extinguishing syst�ni is required in the parking garage in accordance with Section 3802 (b} l . b. A dry standp�pe system is required in compliance with Section 3$03. c. liet standpipes shall be �rovided in complaanc� with Section 3804. If you have any questions regarding the above-mentioned iteil�s, please contact me. Sincerely,. DEPARTS�PENT OF CO�MI�NITY D�u� P�ENT\� . j � _-�,:�,; ;, `. J_ \ L' �'�� ' �/�>=�"1;:�4� `� l -`._ =� - - - .._ � —-- , � Bennett �. 5trahan Chief Building Offic�al BBS/j k � � • � � ADDt��rDl;l�7 1�T0. 1 � I�Ll3 LI�:II�G ,�c�� , NOR`l'�IWOOD� Va:l.7_, Co� oiya.dc� I pZERCE, F�RINER & FI'PZfiUGH �SCO`�'T, INC . Architecture/P7_arinin�; • � P. �) . B�� ?299 I ' Vail , Co1o�°a�a 81.C>5'T I 1'ft 0,7�T�;(,'�' t1�. ].!�;�;3 � I /tpril LL , 1.975 i I 2'k�is 1`1c��enclurn is i,�.�ucr� i;c� mocliiy , expJ.z�iri c>1� ec�rreet Ll�c� I)z��.v,�in�s dated Apz�i:1 �2 , �_975 and ;'�pecii'�.cat�.ons dated A�ril 25 , 1;�74 , Px�ojec� �10. 1525, ar�d is hcreby m�.cle part o�' 1;}�E� ��r�tract Uocumen�s . �lease attach this Ac�dendum to your Sp�cifications . , ' � � SPI�CIFIC�TIONS l, G�,TdII�I, CO�I�'I�NS, 8. Payn�ts, a.l. �C'I.CtC.': 1°171 �1(? <.11I1DLlilt G� C:��lIR�7�C 7_CSS rC3l �J['_rCC'71t��_�u� .'� 11c�d: "Tcn perc�nt af each rc�uest for_ ccr�.fi.cati�n will I� retaincd uclti3. f in��l con�l.ct.ion Zncl �cccptai�cc of- �ill ��r.�: covcrcc3 l�y the Cc�ntr��ct�. Ilcn.�cvcr, an��tirnt� �-�f.L-cr �0 perccr�t of tl�� wc�rk has r��t�n a�m��]_et�-�l, thr_� r.c�i�:iinin�� T��yments will k� m��le in f�.ill if �hc i��-chitcct tuZd (�,ancr fi»c�s L]��tL thc worh�r�Zns}�ip i.s ��tisfactory �-�nd ��rc�ress of thc work correspo�lcls with the Contractor's constnic�ion progress scher�ule. On con��l�tion and accc��tance of eac�Z sep�-zr�te builcli.�zg, pubZic �vr�, or other divi.sion of the con�ract, rn Tahi.ch t��e price is st�tc�� se��r�itely in t11e con�r�ct, paym�zt may be m�.-�de in ful.l, i_ncl�x3ing re��incx� Ixrccnt_ages thc�.ccon, lcss authorizcti3 � dc��3uct i ans. S�TION 330 CCh'�CT..LTE ?`,I�ID ItLI[VFORCI�"��'I' 11, Concret� Firiishes � b.2. Ch�nge to rc�ad: "Floor slabs for a�k-�x�t-Jnents to � floated and ste�I �ro��el��d." Z3. Controllc� Densi.�y Concret� Omit entirely. Concrete sl�bs on m��l c7ec]>jng to he stc�ne cc�ncret�. 12. Constrtiction Jqints T�dd e. At the Contrac�or's op�zon, construction joi,nts may be saw cut. s�crzo�r �zo r��;so�Y �. 41�OL'}Qiti3ll S}ll.P b. �inforc�nq, cxnit thi_s itc�n. ' This item covcroc� in follawin�� item. SL;C`l'ION 501 hiC1'l�i�S 7. Fa}�ricatian h. Cor�nections. . .Omit aiY1 adc]: "See Structural Drawings." ' � � • �DT�IJI�1 N�. I — ��gc � S�;CI'It7rd 610 C�1Ft��1'�P.Y I1ND MZLL4��OP.F: ' 6. I+�terials e. I'ac i a - Cani t 2 x 10 and 2 x 6 �-�nd add s.i zes as shown on pL uz. f. �eams -- C�rut 1. �i� 11c3c� thc fol,lowing: l. CcalLUtuis csi�d rireplac� TimL�crs - rot,�c�h IX�uglas �'ir, sizcs �s s}-��Um. " 2_ t'�i l.inc� P,c,:ilr�s - 1 x rouqli ;a�n�, f.i r. ��r cc�l��r. 13u�.1t u� l�:{ lx��u�is. Sires alz�i coi�s•t_i�ic�iorZ as �x�r pl��u�ts. }c. �c� �}le followii�g: Fr�uninq T,L�n�k_�x- �nc�rc� requirec� for r_ouc�2Z cf�rFx:ntry. l. Ix�uc�l��s 1'ir, lic�►�lc�ck I�'i_r, �tanc��r_ti anrl ]x�tter, S�S, kiL-r ciric�ci. 2• '�ti� l�e pressurc ilnpreqnated wit-h non-ccxn fir� �rotecrive , ch�iuc��ls to providc a �� spre��d, fuel car�tx�ibuted anc3 :�tio}�e devc�l.a� of 25 or less when test�cl ]7y Ui�dcr�xiters' Ia�orat�ries in accordai�ce with the Fir� H�a.ard Classification Tests Proccr�ure �-�nd t:l�crc� sl�all ��e t�o evi.cjc�ncc c�f s.i.gni I ic�tnt progressivc can- busti.�11 wl�cn the test is cont�nuc� Lor 30 minutes. � 3. F'rovide written cF�r�ification o� non-ccsn fire txeatrr�nt. 9. 1�Ii11work d• Dooz Fran�s 1-�;terior, anti.t .i.n its 2ntirety, fr�s are hollow metal e. Door Frames 4ti"ood 1. Ct�nye P i ne to Ma�iogany �-incl add: "With s�para te stop:,.°' f. Trim, Basc�, c��sinc� anc] Stops. l. Chzng� �'ine to N1a,��oc�zny. g. Cabii3ets and Counters - Ac1d: 2. To be cusLom mi11 shop macle ��re£in�sh�d wi�t1 all expas� surfaee to be white oa.k. 3. Lk�ors at� cirawer� to P� �ull ovcrl��p. Dcx�rs anr� tira�aers to be eclqe ba��dc�. �1DD `I'I�E �C7L�L�]Il�]G: k. Benct� ��zd Fec�s at �i��y l. I?ough s�rar�1 �,hip 1�3�a cec�ar w�-�]_Zs ��nct :>t c>r��c�E� }��ns. 2. I'c�ci�; 3�� P•],�plc c3�rf��1� 3. I3c�nch CD C.ir ��lywc� wi111 tu�tc�}� ��,ni ��c�cl.ir. frc�1�( . 1. C1<�tli:� 1'olc� 1. Knape ancl Voc�t, KV2 �a:tensio�z roc�s m. Shower I�ds 1. Chrc�i�- p1�Lc�:i s�cel. tu�inc�, 1" On. 2• Cc3rr��te wi.ttz screw £zst�nc�l w�l.l pl�tes. � , , � � , ADDI�VDtIM N0. 1 - page 3 n. Mcdicine Cabinets , Y• 'zb be mill shop m�de as per plans and built per approved shop drawinq�, Sizes as shown, 2• Wood frame and door, pa�nt grad�, 1/4" plate glass adjustab�.e shelves doors to bc V edge )aar�dc�, piano hinge� door rr�agn��zc catch. - - -.-- -------�.___ :s• Wooc2 frarne, mi_rror daor on c�od }�ckinc�, 1 �1" shelv�s. Piano hin e rna � P�-ate glass adjustabl� 9 , c�netic catcti. Dlirror surEace to align with wall hung mirror. 12- I�aminated Plastic b. Change to ra�d: ,All backsplashes to be 4" high with scibe top edge, , ADD: d. Cover all count�rs, vana.ties, shelves and doors as callod for on the drawings. 13. Circular Stairs a. Stairs as manufacturc-� by Scott Dou Ias Desi �A6Z7� Denve.r, Colorado (303) 333-1944. �s' ��90 South Parker Road, b. 5'-0" Diam�t�r. c• Treads: Three-inch thick oak split treads bolted around center ool�snn. d. Center Column: 4" bzack steel pipe with top and bo�tmn plates. e. Balasters - 1" black steel g�pe with oak end caps. f. Handrail: 2" black polyethy�ene tu�aing with oak end caps. g. Include a].Z necessary spacexs and tasteners. e. Al1 steel to be pri.med and painted flat black. f• Zb be delivered knocked down, To � assc�.rnhled and ir�stall�d Under th%s Section. SL;CI'ION 501 MLTALS 5. Materials l�c]d the follawznc�; j. Stecl �oist slt��ll c�nfoxm wil-h ��ecil-YCation� aL• t}�c 5i�eel Joisr znsL-itutc. Joist shalZ }� o{ �� sizes �nd ty�es indicatcd on the drawings with continuous bridging top ancl bo�tom. , , 1 . � � � • � ADDIIVDUM No. 1 - page 4 SECTION 7I.1 WATERPF�C?P N�RANE WORK 2. C�neral a. 11f��r "Materi�ls mecting this Specifications", �add, "for decks below grade." �nn: c. 1�'c�r. cic:c:l::; c�tx.�vc cjr.�cic� n�-�tc�r:i�aj:; vi;,L- rrx:cL- Lt»rs ;;�xr,i_Cic�t_i_on, arc P�lcr-Ko Wcatt�e.r L)eck G�c� rrtianufacturaa hy Mer-Katc i�ra.lucE.s, Inc. or. e.�ual. I�r:pr.e- sen�.ativcs ltoc}c� Mcnintain �:lastiz�ll, Inc. Denvcr, Colorado (303) 755-9951. 3. Decks Above Grade a. 1 thru 6 and l�. 1 thnz 3, Om�t in its entirety and substitute the fiol.lawing: ` a. NL�'I'F�:RTAT S (Z1 I�'IER-KO WFATf�R DECK shall be composed of an aspha,lt saturated glass initial shee�; a flexible, glasstrand reinfarcecl wa�erproof m�nl�rane wa�th integral base flashing; and a synthetic ch�oroprene latex mastic r traffic surface which meets the requ�rements af the U.S. Military Specification Mil-D-3134. b. TNSTALLATION (1) This deck �vexing sha�l be insf.alled in strict accordance with the manufacturer's printec7 application instructions and as outla.n� bel.aw: (2) Initial shee� shall consist of "Perniap�.y #6" applied to entire flat area terminating two(2) inches from aIl vertical surfaces. The �c7.ges af this materiaZ sha�.1 be overlapped t�ao(2) inches. (3) Wa�erproof m�rane and base flasha.ngs shall be applied directly to the I initial sheet. A glass fiber reinforcing ma� shall be appZied into a chloroprene latex masti.c to cover fhe en�ire fZat area and a 7,oz. jute � bur�ap reinforced base f�ashing shall be impregnated with a synthetic � �atex paste. Base fZash�.ng shaZl Pxten�l a mzn.imiun o� 4" onto the �].at area, and up wal.l.s 8" o� over threasholcL�. (4) CY�loroprene latex mastic traftic surface shal� be i.nst.�lled in two applications. Tra��ic sur£ace shall �nooth all irregularities and provide an acceptab�e surface to r�ceive f�nishinq coats. Latex I m3stic rr�terials sha11. be r�LixEd as outlincd in m�nufacturer's applica- tion instructions �nd ex�e�� up all base fl.ashings. I t5) ��inishing coats are applic.Yl to traL�ic surEacc by trawcl in vne o�- tw� � coats as tti� finish sur�ace ��x�ure dicta�-es. Mix chloropren� latex emul.sion and pic�zted dehydrating f i1.7.ers as out�.in�l in th� application instructions. Light sanding may be necessary after t-h� first colarfiller caa� �as t�ardened. {6) Apply t� oaats of Mer-Ko S�al by ro�lar. ' - � � F�DDIIVD�1[Y1 No. 1 - page 5 c. Protect�i��,� lartcr conip].etioa�, t�Ze latcx r�stic deck cov�ring shall be adcqu�t.ely prot-ectec3 k�y th� �ri.rti� contr-�actor �g��inst d��ge or �7us�ise by other trvc]�;; ui�ti.1 Ci�ial �ccc��L-�ancc of thc bu.ilc�inc�. d. �;«�r��ntc� Ik�.k ��vc.r..iru1 :,flr�ll l�x� ��i.3:�r,��nt�r�c�c] ��rJ,-l�n;L d�riu] ty t�X�r�:�iti��t�:�hil� ��ncl nr mater.ia� lor. Lwo yc��r�, ri:s w�irr��n�cYl l�y thc ins�17_:i.r�<J cx��ltr��ctor's stanclarc] c�.tar�nt�c S�C`�'I�N 721, I3UILDING INSUL,l1,TIQN ° 2• Materials b. Stuc] t,Talls l. Onut �hi_s s�ntence �nd ac?d: '"I. F�it�_r��lass I;-13 Fz�.ctic�n rzt F�,��tts on e�:terior wal�s. R-J�3 Frictior I'it L'atts on interiar tiaalls, as Rti-aria_ifzctu�e,cl �y p,aer,s Corning or ec�ual. " 2• T.c]c�: "L'or e;cteri�r walls only. 3. Adcf: "Ir�ulate a]_� l�droom w�lls and }�-�tlzro�rn walls. 3. Installa-Lion c. Ceilin Inst�llation 1. (�na.t this sentel�ce �;u�c� a�d: "Z. F�sten insulation to drywal�. furrinc� ch�u�nels under root. lnsulatiozZ not r�Iuireci in cci�inc�:, wlc��r hea�ed areas. S�C�'Ic�N 730 Sf[INGLE R�OFIiVG 2• Nk�teri�ls c. i�ofing Pelts 11cid 2. 30#I 11sf�ha.l.t base shcet to be �z�pla.ed over sheathinc7. 3• .��lic<,tior� A.iLe'r a. �tZC�,ra1., �1dc3: �asc Sheet: �• L�zy ��arallel to cavc�s 2. L��p 2-1/2�� t�orizc�ntally �nd 6" vertically. 3. �1��i1 ori h" c��,ntcrs. 4. I�xtend �" up vertic�l w�lls �nc3 �9" over vallcy met.�l.. 1 ' . � ADDENDUM No. 1 - pa�e b S�C'�70N 760 FLAS�iING AP�D SHEETPr1ETAL ' 3. Flashing - c . Roofs �I . Add : For roof w�ter diverters include an a�lowance of �2 . 00 per 1.irieal foo� . Any add�tional or deducted cost to be made by chan�e order . Ac�d � . Roof Hatch � Furnish and ins�all P�ilcor, r7odel P1o . RA-3 ,or equal, s�eel , prime pa.in�ed , where showr. on the roof. ' SFCTION 820 WC�OD DOORS �4 , t�Ra�eriazs a. Solid Cor�e I?oors 1 . C��an�e birch veneer �o mahop;any vE�neer . b . Fz�encr� I)c7ors 1 . Cf�an�e Pine to F'ir c . 5F1ood Pan�]. Door 1 . Chan�e Pine to Fir d . 4Jood ti�lardrobe Door l . Chan�e Pine �c� Fir Add e . Wood Slid:irl , Doars . 1 Pell�. �eries 35B single door . 2 . Oak Wood venee��s unfznishF.d and sanded . 3 , 5ized per apenirlgs where shovari an draUrings . �4 . Glazc�d w�th ;/4�' tempered insulati,ng �Iass espec�.al.]_y I pr�epared for al��.tude of 8 ,200 feet . � 5 . Provide screens . SECmIQN 830 SPECIRL ��QRS , �r�� j . ;�t�ow{sl.' I)c�a1�.� I�urn:i.sh�cl UJit,}� "hower �La.11 hy .'�ect,ic�n 1 ��a(), T':Eumb�l.nf�; G. Tl.lb F,n�lc��_�rF�:; ' a. Wher� s}�lown on the drawin�s . �, . �nodized Aluminum �x3/16x3/32 extrudt�ci aZuminum fran�es . c . 5 ' -p" or 5 ' -6" per �ut� s�ze shown . d . Tempered ob�cure safe�y g�a?s . e . Keys�ane or equal . 1 � � ! RDDENDL)P7 No . 1 - page 7 SECTION S6J. ti1�00D WII�DOGIS ' 2. Genera3 A�c� c . '�Jindc�ws �o be clad type color �.s selected by Archi'�ec'� . Change � . Caser�ent t3nd,Aum� �o Casement , Dotzble fiun ana Pivo� . d . Qmi� this ser`��ence entirely, and add : All units to be furnishecl sir�g�e glazed wi.th double g�.azing panel , f. Add : Al1 operating sash to have screens . �!. �'ixe�. • d . Omi�. this sentence entirely and acld : All units to be I furnished sin�;�e glazed v�ith doub�e g�.azzng pane� excep� , trapizoidal Linits whicla will be �lazed with �nsulating I glass especially prepared for altitude of. 8,200 f�e� . I � SF,GTTON 871 HAHDWARE I 2 . AJ.�.oUrance ,•---•--- I I b . Chan�e allowance of $�i , 000 . 00 to $5,000 . 00 . I I s�c�rzo�l 93o i 3 . P�Iaterial s � a. Wa11 Tile ' 1. Chan�e f�o matt glazed �1,��'x �%" . b . F1oor Tile 1 . Ghange to crystic Tone • 2 . Change size �0 41;," x �lti" laid at 45 degrees to room. c . Base 2 . Change b°1 hi�h �o �" hz�h. ADD THE FOI,LOW7TIG TO THIS S�CTIOP�1: SLATE '( . P�la.i.r�r• Irtl.: t_t . Gr��cie A ttr�1',i,c.i iti�; ti�1t31;c 1' l or�1° t;.i _Lr:� . b . Na�ural c�ef't �'ace with gua�;� rubbed bot:tom for� ttzinest app�icat ic�ri. c . Sizes wi.th cLean sawed edges 1z" r, 12" - 1/ilT' gauged thickness . , d . Pattern sizes cut for 1/�4" joint . e . Thinset or�;anic mast�c . f . I,atex Portland Cemen'� Grout colored clark per Architect ' s approval . ! � � • ��1',�''� .��TrTA ��1(1 . '� ^ �'_.frE' Q }�-1� 8 . I�zstail�3t�1i•,r, � a . "�Zastic a��>li��c3 urS�t,Y� '�" r�oteh�d trow��l . b . I^�Iai.n'�air �,:" ,joir�ts . c . Cut and scrib t�� f'i� Zt, w�.11:� . d . Grout a�i�] c lean . �'�C�TI0��1 ��:5 i'r�'ILI�;?�'1' Ii'Lt;�:)i?T_:�G �, �,��t��r��:1 a. Vi;lyl �`lsbce,t;os Floc�rs -- �^t7it �nd acl��i : a . '�r*n;,ti�orl��, f�i.�ie� 'one Z�'iny7. Carlor�-`:�i:�:��t forr,�� v:�th ' c'll^t3�OT"iE'f� �J�Ci: . I i . !�'-11Q: a.� SC'Zt`'CtE'd t);J �:Y'Ct;it:E'(;�{% . I �� , n,,-�r�;� : ��;��-� - �7 rn�i � �.n r� �c�d : I ----- - i b . ..,�mstrong ac�ries�ve r�c�mrnelz��;e�:? `"o�° rrcdlzrt �e, be �,��li�c� . � I i � � • � � 1�.DD�T�LTM No. 1 - �.ge 9 , sLCl�.to« 950 �ccous��rc cL��,�N�s �D z�l�s s�rzaN 1. scor�r A. Rec��iirc�ne»ts of. nivisioi� ]_ a�ply to �work o� tP�is Section. L�. wor.k :I_nc:lucl��l l. Scope 2. Matezials 3. Ins�allation 2. MIITFIRI�II.S " A. �'iles shall t�e light, subtle fissure ��ttern mineral tile, square butt �gc�s, flame spre�d 25, r�aminal �2 x 12 s; 3/4 units with iactor� a�p�ied �alstic coatec� whi.te finish �s m-�nufacturecT by: U.S. c,'yps�un, Acoust on�, Finesse, ar equal. L. Splines - metal or fibcr typ�s. Use for leveling tile units. C. I�hcsive - ir�solt�le in wat�r; ty� as recc�n�ncndcd by m�nufacturer. D. Pcr imeter M�ld.v�cf - ckiannel section, co�.d rolled s teeZ tactory tinished, with b�-z]cecI-on white en;:ut�1., rn��t shcen, �Iding shall hav� I/2" wide face. 3. LNSTAL,I.�l1TION A. �r�st�all tuzits straiqht �ncl true, in an even plan�, �ttern �nd arrang�nt as iridicat��c3 on Reflected Ceilinc� Plan. B. I�pply at Ic�st tive s�ots af ac�hesive to each uni_t (s�ot each corner anc� cen�tcr) , pr�ss anto posztion, install levcling splines. • C. Careful.ly cut around all cei�l.ing �-,cneti.-ations rrti-�}cing sure flanges of light fixtures, diffusex-s, ctc. , covei cut eclges. D. Secure peri_meter moZdinc� into position, apply ��°aight �ncl �rue. i / ' � � !=i?L-:!•':�]?[!i: ?'o . 1 - r��t.;`� 1 �� c�.r.o�,r ��>t� ��,��T,� Add tl�e follo��a_in�• : c . �`��av�ae ��r� a] low�r��ce r�f $9. OU per� square yard inst;a]_led . d . Subrnit sa.rsiples ar�� pecif7c�tion��, 01' cai��ei; e�ual to �r� th<�t; excccc.s �h� i'�I1.o��in�;: ;�e2��ti.or� tc� ��e mac:e: by �he Arch�i�t=,ct . 1'�f3ter_i�31 . 'iyl �n r'a2� Ud1, . ,'� G�.u�� : :�i 1� S t i t;�'.`� ° P�,.cl: x;cam or �-1:i;�1 e . Instal] �f,ion b,,� �;:�uec3 dawn met��c�7d . +; . 7rlstal, ca.r°net in �lt�vat:c�r floor� . "T;C"'IO.� �9ik) PA"?�,1mTA,ir� � ,��: :, . ':',-,�,1•� It1c=��2d;�ci l . Ct�ankrF�� t,� re�a,i : ''?'air3t inr� <��ncl/oi, �'ini:;?,:inr� 01' �]_?_ E-��;.t�rior <jnci ir�t;er�or• suri'ace� r�;, l�r i°�� r�after sr�ecif� eci . 9 . IrztF r�.r�r �. . i�r��,,,__ _� a�11 cha.��i�.^' Lwo �:o��t,s Lat,E�x F�'] rtf, tr� �,12c cc7��t I�atcx F'lat . d . F;riis�� vro�,r� , .,t.ai��c� . 14dc1 : Cab:�.1;e�.:; �,c b� p��ef�riishc°c� . �a cl d . �;. Fi�7i.sh �'�]_1a f'oleiin�; d�ars �o match c�bitztts . UEC"`�'T�'��`� 1Q01. `'�'I��.i.A?,�t'IE� � 'I'c�il.et ��t��1 r'��t,t� l�c�� ;or1F•;, �)tnit �. thru r� �s 1i ��d �z�d sl�bstitute t;h� i'o1]_owin�; : ;-� . i.�a_� � -�1:,_��k Ilcc1�;.,,,or� i c�., t,n t��• I'�.�r�ii i .:l�crrl �lh�•�� „Z��,• '� r�'.i ��cl �a.,, ('��11 �U�:, . ' ��kii� � �;:ll'„ � i!r� , (,`lf� � ��J� �r :':��r• llr�l �i��•, I�J�� . (�';!, ;;in��;lc� I'c��l< 1']0 . (;�;1 Towel :,�yr�:ll' P?c� . l�)��].2 ('ur't,�� fti P�•�r] ?�1�� . ;;�i3 "1 a;�t e 1 I{-i t�(�;:, P��o . (�i�l� ��ap an� Gr�aP Tlc� . 6G� � ' � � ADDENDU�4 No . 1 - page zI b . 18 - Bath Tubs thus : 1 each soap a.nd grab , 1 eaeh shawer curta�n rod 2 each towel bars 1. each sin�le hook 1 each towel shelf c . 39 - Bath Tuns thus : 1 e�.ch sa�p a.nd grap 1 each shourer curtain rod 2 each towel bars 1 each szn�le hook. d . Sho�vers , a11 : . — 2 each tov�el bars 1 each sing�.e hook e . U1�itex° Closets , all : 1 e�,ch paper halder. f, 5i - Lavai;arzes thus : 2 each toT,�rel rings g. 7 - Lava�oriES thu.s : � each towel r��ng;s 1 each �owe1 shelf h. �4 Lavatories thu� : • 1 each towel bar l �ach singl� hoolt i . � I�atiTat�ry thus : 2 each towel. rin�s 1 each #,c?wel sh�l f 1 ('t�ch :; i r�f;7 r, p�c�c�� 5 , r��edicix�e Cab�ric�ts D��et� frnm th.i5 �ect3.on Spec�f'i�d per SecLion 610 . 9. P��zllwork, in Medic�n� Cabir�eLs per this Addendum. 7 . Corion Tops Delete in i�s entire�y. Cauntertops to t�E� laminated plastic per Sec�ion 6�0 . r - � � ADDFN�UI�2 Na . 1 - page 12 SEC�`TOAd 114 0 APPI�IANC�S � . �quipment Omit a, and add tlze followin�: a. Base b�d to �ncl.ude �he fol.lowin� : I. Refri.gerator, Fr�g�daire, �'PC1-165V, side by s�de, with^icc� m�.ke�, wn��e. 2 . Oven � Rar��e, Fri�ida�re, RCD� 3-��7 VW, doubl.e , : self-clear23.ng, white , with power exhaust fan . 3 . Diwhur�,sher , ?CitcY�en Aid, l�DS 17�1 S .S . , 4 . Apar�ment vrashers and dryers were shown: Westinghause , LT 170 washer, and UE 170 dryer, r stack�d units . 5�. Public ar��a wash��r.� anci dryer:ya W�c>ti.n�;house - heavy �'�y '�`�toc r�.� was �er r�nc �, 11�)� r.lr,yer . 6 . Tr�ash Cc�mpactors� K�.tchen l�id . b. �tate alLernat� to furrlish tr�e followir�n upori o�ti�ners request : 1 . Refri�;erator , Ammana SI�].-25P�d, white , • 2 . Ovens , Thermador, P�ITR-2��5� Mic�owave oven abave self-cleaning oven. 3 , Ran�;e Top Thermadore TMH-45A with gri].1. in center. 4 . Range Haod, Nu Tone V-2�, 42" . 5 , Dishwasher, Kitc�len Aid, KD.-�_'�A .=�: . G . 11r�;� t'i,rnc=�i1, w��:;h<�r��, ;��ic� rJ'r•y1�r�.; wc�t�c� .,lic',�t'� : � VVf;':.i�._1.11f.''}101,�i.iil :�'rllE�l_' ��.] ;l�)�1V�' . � f . ;l ,:1 �: 11"�I7`)(:Gc_lt'..; :�'�1"'�' , � '�'• ']•. . --...�.�. ____- �_ M � • ! I�I�i��=,�d�U��3 P�?o . � - pa�;� l� �FC7'IOP�1 111?0 �:LF��r�1Tt�R 3 . Equi�me�nfi c . Chan�;e 150 ?'Pt•7 �c� 1�5 F�'i�1. ..�:;C,'TZQA1 1��Q1 , G�N�RAL PRC}tiTI��IQi�1.j �.�! . Iiis�.il�tion c . Pi;��: Zn�ul,:�tion for Pzr��.r�� Abovc� (�radc� . �. . �1�'tei� "T)�,r��f�stic hc�� tcr, hot water circlzlr�.tir.F� m�3ir-� �-1T1z: " � c1C_1C� � ��c2I�C1 hori�:0I1�8� C�OW2"1SjJOU� �i�I7C'S � 1P . . . . . . ° s�Cmzc��v �.5ua , r�r,t�rn�ING � . D1'�.1:15 d . Uz°aitz:_ �,c� l�� ts fo11o�•:�s : 1�.��rl _, . AP-a �1re,� Drairi -- Jo:,am .;czr:ips 10� , cast iron a�E�a dra�ri vrith bottarn outl�t , z°ounc� top anc} scre�r�ed-down �;rat� . l� . �i :�tures a . P1�nufactl��°r�r - �..:�d El'�a � �'�berti��e�r�� L��_� r > >eal��.t� or J � , lt.._, � I �c�ual . � C}�an�c a�� fol].a�rs : f. i�_m. Standa�c� ?(�(73 . 036, Lu�or, elonp;a�ec� si�l�on vartex • 1'aw1 , 1ot•r tat�}c, c,ne piece , vitreo�.ls c}�i�7� , t-�t��tc� , clased fror.�, seat covcr �3�0 . 8>7 , 3/t3 an�;1c ;;ur�a�ly �tiTith sto_� . �r. 1-.1-1 � B7'-� `!'�tk� 7 . ll�Zete c:ntia�c��y �r��i rJ.u� . ]`.0�71('T' }`;—�jlj� OY' �l(�.? � �; � _i�i� � Q1� �i � —F" <"1:� E;}10LV1'1 I);rririmr�l.r�i r_ , nri�.mcJ ��ri c,� ;�,i: � ror� 1 ��" Y��i }��;1� w� �;}-� . ,if'�� f�;it;3r�rd .,.E.11'7-1°<�,�1_�,l„_�r,t, k.�r,l,f,ain . l�c�] c�� t,;,r I)t:J_ i_„i 1(,12 ��c�_i� �3 �;i-t,�.r��I rn�x..3.r�r� v,�].vc w� t;N� 1,tzb r�-,o�_�L vr�.i.t;1� `�',F��l�;r��irl �l? ,,1�oE�acr Yie��.d , :Zrni �rti�l v�l�.�tnc�� r��r�z=L,1t.,t.�,.•. �--�----- - - - - ' ` ..: i � . � ADbFNDUM No . 1 - page 1� h. S-1 Sink , 1. Delete entirely and ac�d : 2 . Elkay, Pacemaker starlite r,:odel Tdo , PRS-250 s�ainless ` s�eel self-rimming sznk; Delta sin�le lever fi'tting Mode1 No. 1QOD with IO" spout , and soap dispenser. LK-9g strainer for larger campartment ; Was�� K�ng rio . SS7�00 garbage d�.sposal in small campartment wi'th 1�" con�znuous waste as rec�uired, 3/8" an�le supplies w��h stops ; 1 2r' cast brass adj us'�able P trap wi�h cleanout . i . SH-1 Shower l . D�le�e entirely and add : 1 . Fib�rshe�n Mode�7� 3636-220 , One ��.�ce mo�d�d f�1�e�gl�,ss shower s�al wi�h snower cloor, bu�.lt �n �;rab bar, soap � �edges , foo� rest , non-skid floor and brass drain assembly, Delex by 17�1�a 160I. scald guard mixing valve wi�h Speakman #2 Shower head , arm and v�olume regulator . add ��i�2 Shower � F'�bershP_�n P'todel �836 - 1#8 x 36 x 78'z -� one piece molcl�d f�r�er�l<�.ss shower stal] . Trim same as SH-1. I1cic� ,j . L`t'-1 - Laurldry Sirllc : Kohler K�-6752 Twin �'alls acid resistin� enameled cast iron laundry sink. K--6699 metal frame , K-7761 supply fit�ing K-gooa 1 z" P-trap , angZe stops and f'I.exible rise�. Add k. �S-1 Service Sink : ' Kahler x— 757 Glen Fall.s acid resisting enameled cast iron. service sink, fitting same as LT-l . Add l . G(ater Sof'��ner : Furn�sh and instal.l wher� shown on drawin�s a water softener of size and capaci�y equa� �o Culli_gan HB-300T wi�h phenolic epoxy sof�ening tank, time clock cantrol 1I0 gpm peak flow rate , 80 gpm service flow rate . 1�c3�3 ii�. i',ul�� r�r M��rl��! �;-,'':?O;� V11. i��•r,��; f;l� l ��,�� .�.�� f'-�� itnr�il �t�r lr�vntc�T�,y . �)�� L��x 1�,y I)i�J.G,� Nlc>cic. l� i`.��'�I I,wu l��ui�Jlt� f'ri�i�;��l, wlcic ;'�y�t'c��_��_I , v�[�.tt� t��-iil� �a.;�;�c�ttil,Jy � �lur�r3l ,�c: lt��o�� ti;it�cl.lr�;; , ,..�' i]',� fi.t,�::f.n��:� , 1'��;" ta�.lr�tec� , coupl.in�; nuts , 3/t3" an�;le suppl.ies with �to��s , _l?,�h� casL bra;as ad,�u:�t,able "P'� Lr�� with c].��nou� . 1! . . • i .�� Adc�endum 1 - Page 15 �E;CTTQPJ 155Q �'�R�' PF�OTEC`I'ION �SYSTEb2 � . SCQP� b . General Add 3 . Parl�.in�; �;ara�e shall be fully sprinl�led . �'ire hose eabinets and dry st;and pipe sy�t�rn as shovrn on drawings . �Q. FIREHOSE CABIN�,TS De�.ete ei�tirely and add : Fu�n�.sn and =instal� cornpl��ie Stanc�ard �+�ir�e Hose �om��.ny � St;ainiess S'r.eel Cabinet No . 8101, semi-rece�sed cabinet , door style D . Hose Kack uni.t complete No . y75AJ with fog nozzl2 . ,' SECTZON 1560 V�NTTZ,ATZOI�r �. EXH��UST FANS Add F3athraori Exf�aust �'an : H�ur°nish and ins�al� Nuton� Mode� g665 Heat-A-Ventlite fan cor�pZ�te with switch v5-53 15 minute tiimer and wa11 cap. Add 8. xuMZDZ�,z�Rs Furnisk� and ins'�all Urhere shown on drawin�s Aprilaire Mode1 330 s�lf-contained humidzfier� complete witr� humidis�at , insulated duct , dra.in and 140° �ra�er supply and access panel . �ECTION 1610 MP.TFHT:P.LS IIIdD EG,�i)IPt�TFP1T 7 . DEVZC�S l�dd � . R�ceptic��.1 r�r�d sw�.tch pl�tes in all powder� rooms , bat}i rooms and kitChens shall be brushed chrame . Recept�cal and switch platies in all other rooms to be ivory. :;I�,'�'1.':[QT! 1GC0 .`;1'I�CTAL `',Y�`1`L;M�; � # . EI�iEA(��TtCY G I�;P,TEI3�'I'QR �mi� th�.s z�� its enti.i�ety . Items a. �;hru j . inclusive. � ' ' �' +� l��.L�l�;�;i��I;_��_�;�; I,��.� . ._ �UILDIi1G "L'" N�T�TI(Ud��D;� VAII,, �;�I��R�.DQ 3'IEftCI:, BIiT1�,E�;R & PIT7HUC�1 ::�CO`�"I', TI�IG . llrc�}�_i t,eci:ure/P�L�zlZiiir�� ' P. c�. E'��x �?99 ' Va�_1 , C�lorado �1�;�7 pr�o�r�� r�o. i553 r�t�.v 5 , 1�75 `1'hi:, l�cscl��i<ju=n i.:� �.:�:;tter� +_�_, �n�.:�ri1i'y, ex��l�i:ir� oz� r.;ort°cct ti17c: 1)�°atia�.n�;:- dated Ap�il �� , 1975 , �peclficatsot7.� d.��;c�c1 l�pr�i�. ?� , 197U , ProjecG No . 15?`� ; ancl 11d��ri�iriurn "�,'« . 1 d�.��.: �"�,;,,ril �? , 197� , and is 1-,ereb,y madP part of the �oi��i��;f�, ;7c>cui;lcr�ts . 1'� �-<<:�,c �� tl-„�cl� 1,��,i:_�, I1cir�c�ne�wn to �o�� ;'.��cific�t:io11:�� . � ` � � � .,��,c�r�� ;1?��i�:ori�. :i�,��Z� rl.b��m t��1 — ��1�7 _�_r1�J�i 1 '�I,',�f�_�1�1'T ��i! � . ;<<Z�°:'i,"�15 :'��_ici G•'ra 1� . 1_ . C;Y�;�a:��;' _ ,�.:; �'c�� i�:��,�; . i��_ . f'i—� ,� FI'1 Ct1_CCl �''��, �ntf ti G:, �rii-��1.°�U. Y:��l� �., V1:L11 �tf� limitcd t;o trro;c waZ�:� se��aratin�;; adj o.inii�� t�,�;r,,,:,r::_,, bedz°oc}ms ar-�d b�th.� adtj oinir.�; public :�,p�lce; , be�roor,s ar.c3. k��z�;�is U�i�r� livzn�; ar.d ��i.�� np�, �r��,i.�� , ��r.c1 �,�i,jr;in:�i�E, �?}�ar�t;rEi�_�r�t,:; (��_��trt;�r w��1.1,� ) . , ��EC'PIO�d �r�' — i��,�_�3I.,T ?��]`�'� i� Lrr�F_Cr�:i� 2 . Platez.�ia� �. . �,tinVl t�"}� -St.O� ^'�.00` - a . �'-.i::;i : �� . . . ._.. �11 I'CCyl?1:; �:tiC<'2)� �IlE-; i�71 �(��ti'li`1�',� ��T�]1C�"1 ��i",�i�l L,FJ .._i ..� �,`1� � 1ci11 � 1/ U�' ��.�IZ�Fl ij.:iUC.'��..c'. l �U�J�1� LZ_il:�, . �> ? r�'lir:t}�:ot;� , Kent�_le� , :1��r��,�trc�rl�,, or a�;pro�✓ed ec;ua� . l . Sh��et A--S �i . Cf I icc: L, . r�?��:�i, ec:u_i_}�/sf;c��.,�€�t=' ,_ . .',1��?; A-7 ;� . �lc�sct; �j . .`_'1":E'E'�,: �.-� �'t . l:. ,.:�al'y%St.p1""2�''G' ' �i . .'r:c . _ .�—lI ,i. . l ,�tati�l2� 1;��1��d r n ,Y�� f: :��:�;`I'I��i�± ��j U — I'i'��;�'!.' I.I'�t_� 8 . E�tc�•�iut., c . ��oad :�r�7nr-��{ , ?��,�,_zr°i� �t F'irii.s'��.d — r��n� t, a:.�� adc� . f�� (>0,91: �)�_.r'f`U'�`�C ��,ci 1i"1 — ct�i�711�'il C`1'li)I' t0 i.`.I°C'Cf:� �i OI"1 — tU,��t� �_�� -- l�l p�<:�ce . „ M � ' • • ��,DD�,tvL�L;P�� r,U . �? - F'�.�e ? ;' '('^T,_^' ! ' �' ,�, — '� I'T'I:I�.P'CI�:" ;) ��_ti ��, � I',��l,l��>iT]i�i1L a . �4 . add : " , oi� ��,id��-by-;�i,ie �.,� sh�wn ��.Z c�r�3_��rin�� . �, �,--,�R� �17i; 1 j il — �Z,L�T�'Tri?l'?!a , . � � 12 . �'i��t�.r°�.�:; i� . G�'11� c�.f1� _�C1C� : e "l . Univer�al/Rundle I'��a�is U/ft �+0]_� , elor:��3t ,�. _ _m�, Y1CiTl—O`JE?2'f'1.O1nT �JC)491 1'�'�i�'t-� J_I1�i��T'c�l 101:' rrit7{ c.'`.0 ��i.1 � V��:'O�l:: ci7in��, 4rhitc , �olid p�a�tic seat . " h. Ch�p�,Te a� i'c�11 cv,�s : � �"�;��st�� Kir��; TJo . ?8(�O" kY��i°b�:�.�,c di.aposal to r��place ��l�f�st�. Kir�� Pvc� . _��7000 . '� � � � � � �, i�j�;�'�` ;:ri:� l�—r' ��. �-)E'�f?�E.' ;_��]x ri ��I��f�`f }: �� J CO21CZ'�:'ft' CUf'Ei f'3"'C�rl �.�11�'� r'i.i'�V,':��;C.,-� r�c�uiprneti'� r�.�om �tld rn�3c;l,ar,�c,.�l eca�aiprr�c�r�L rocr;: . � . ;�e�ete �" concret� cur•L 18" hi�ta at �z�zd lir��:��, ��? ��z�d �; . =; . f�dc� auLarr�at ic door� c losers t:o tl�c folle�wiri�r doors : '�-01, C',-(�.' , L3-i�6 , �-11 �T;�l �-�2 �i . �i�e follo��ir��= c�o�rs sha11 ��e ctl�n�,ecl frorr� 1-'-� hour f'ire- r�.Led metal doors tc soli.;.i core 'TP" label wood doors : L'-�l, �-C�� , �a-09 , E-10 , l'�-1 � , 4�-1�I �zn�1 �-15 P "1 �—J 1 . f•.;�cl au�otn��.tic �loo� �:los�i�s tc� t;he f��l7.ow.i.n�; dc�ors : i3-�.6 atZCl Cs-27 2 . `!:'i7e f'o.11owiri�r c�aors ;�hall be ch�n�;ed f'rorr: 1-% kiour �'irt- ?�ate� met�il doors to s�1id corc� "I�" 1 «bel woo� doors : r L� r, �7 `� �1 ` r, -1'� „ -) -, ^r' T'� ? L�-1? � U-1{') � �-1�J � �5—C.� j B— " � �. b—G�. � I`-°L,j � }J—�� y �—�� c.�.IZQ Lj—� 0 . .`S—4 .i . �elete rzon--com �xG redt•:oc�d ,��.ckir��r, a.�'�� re�laee ��rit.� 2x6 i�edw��o�3 d�e].ir�R. y`his r,��te �ilso �t��p] a.�:_.�; t� sr:eets� r'1-5 , r.-� ��.i1d A-� . 2 . f�.11 `;;,y�e ��L)" doc,x�.� i,c; r�:�cE�i�,;�> �i smoke bar�°ier a� th� threshold anrl have <i T-l:uui• �'ii•c: rat�_n�. � A-� 1 . :�e�� iiec°t; E�-�! , T;otc � . 2 . r��d �Lut��ln;it ic duor c]-r.s�.z� �a I�ooz° 7_�►;' . ? . Chan�;e L�oc,i� 1 �{? to i;,:zve° 1-'-� l�oui� 1'ir�<�-r2t;_r;�:� . 4 . `I'}�c f'��r��;.�, In,�.t,c�r�ir�l r]c.;5.��;tlat,ion ��1' m�t:_il f�r° Ly�}c:, " I„ r�rl�l "I�:"' �1__iciir��; �las� doors :Lnda.ca�es i:h� pella clac t'irii sh n�l' c�tr��z�3c�1 a].��trniti�.�zrn borl�]ert �,r� Z11 �rood pa1�t:� �:�:_� pc�r� t��,ariui'�lcti�t�e�r.� :��,�.c��1.'1.cti.L�.oi�.> . '1'tE=i.� ricate �1:,c• appli��:; tU :_a��eet� I�-� , T+-7 , It-� , A-9 , 11-11, �,--1; an�1 A-15 . 5 . Sc:� �he�L A-U , d��lote ? . � + � � � l7rawin�s (Cont inued } Pa�;e ?. A-5 l. See Sheet A-��4 , No�e 1.. � 2. See Shee� A-4 , No�e 2 . . , 3 . Door 158 to have �-2 hour fire-rating. 4 , See Sheet A-5 , No�e 4 . A-7 l . 5ee Sheet A-� , Note 2 . 2 . See Sheet A-5 , Not� 4 . A-8 • 1 . See 5heet A-4, Note 2 . Z. Daor 238 to have Z-% hour �'ire�rating, and to have an automatic door closer, A-9 1. See Shee� A-4, Note 1, 2 . 5e2 Sheet A-4 , Note 2. 3 . S�e Shee� A-5 , rtote �I . � . Door 253 'to k�ave 1.-� hour fire-ratj.n� . A-1Q . � 1. �See Sheet A-4, Pdote 2 . 2 . See ShPet A-5, Note � . , �-11 , l. See Shee� A-4 , I�3ote 2 . ' � 2. See She�t A-5, Note 4 . ' 3 . Door 334 to have 1--hour fire�-ra�ing. I �4 , Door 372 to have 1-�� hour f'i.re-rating. I I A-12 � I 1 , See SheeL 1�-4 , No'�e 2. I 2 . Door. :, 357 �.rlc� 368 t o bF� '!.'yp� 'D ' door�, . I 3 . Door 35�I to have 1-� haur fire-ra�ing. I ��13 . II l , see Snee� A-� , Nate 2. II 2 . See Sheet A-5 , Note 4 . I 3 . Door �110 to have 1-12 hour �Ire-rat in�;. ' i � � • � � Drawings {Contirlued ) Page 3 A-14 1, See Sheet A-4, I�a�e 2 . 2. Door �20 to have 1-Z nour fire-rating. A-15 l. See 5heet A��I , Note 2 . 2. See Sheet A-5, Note 5 . 3 . Door 507 to have �-�2 hour fire-rata.ng. A-�6 1, Se� �heet A-�, Note 2 . , 2 , Daor 5].�J to have �.-� hour fzre-rat�ng. A-23 1 .. A1.1 stucca at balcony soffit� to be on metal channels a:rt 24" o. c . A-24 1, 5ee Sheet A-23 , Note 1. 2. Drywall at ceili.ng �n S�ction 9/��1 to be Qn metal. channels at 16" o . c . S-1 1. Revised footin�s as showr� on dravain�s . J�� 1 . Revised foo�ings as shown on drawings . s-3 1. Revised footings as shown or� drawin�s . s-5 l. Revised bearing valves as shown on drawings . S-6 1 . Rev�.sed footings as shown ot� draw�r��;� . � ,>- � Z . Revis�:�a :('r�otin�; scl�edulr� a�� howrx on cir��win€;s. I -�..�.�---.»-.---- _ ___—_ _ .. ... � , . � Drawiri�;� (Cca��t i.iltiei� ) Pd�r� �4 E-'� t}�ru E-1; � . Smolre �etec�ors ti�rY�i cl: •�re �%re,>enCly loc�i::e� in all beflrocr��s oi' the ay�arf:r.�,:�t� sY�all bt• revi�;cci as follow:� : a. �?�Ie detect�r can s��vicc mare thar3 or:e bed�oom if the smoke deteGtoi° is located i:� a c�mmon hallway servic�.n� the bec�room. If, t-�owevcr, the i'loor plan allovls any b��rc�or�(s } t;o b� cl�sEd off f'rom t;h�, m�ir apartment area for �he pl.,r�ose of C�p3�r�a'te r�ntal s��ac� , L��at hedroom ti,rill require iLs otan smolte detector . b . ti�t�ok� c�eteebors .�l�al1 be rcqu:i.r-ed Z1, the f;c�� of a�.�. �t�irw�Ils tiv:it}��ir. �;rie apar�.r�er�t . c . 1111 l�f't arF��.s will r�:�,«ire onE� smok�� e�ect;ar �oca�ed a� the ceilin�. d . Verify a�1 smoke detector� �.c�c��3.tians �,ai.tri krcriitec� befnre in�t�llati�n. � • , • ' • . ' . ' . � O . � �-- - -- -' --- - � � _— � '% � � � !.�}' � � '� . ' . I . � V ' I � ' . . ! \� � � • � � �'��. ' i o � � � � . � �'^�� . � � � N �� I ' � -� - � ,- _. V I � � � '- (� u- -- � ��-,2� �� \`• 6 �!,2 �� l�!9� � . s I �l � � . �__�__ �,, 5 '� - , � �a ' i � � � - , � _ - --- - - �-� , , `-�__ �� I . , , , ' . . � � � � - . r ,A • � � ` --___- __�_ ' I-I� Ce �r v _ � -P � L ! � n �R � ; 'w � ( � ' � �� p . - �` F � � � �� .� �� . ` �-�'" -i 3'-3�� z�_py � � � �� - - Ia�'-p'� i � � - i � � �T �i � � �,� � a �'�'°m . m � ��Q � 4 � r;z'A I v O d'�-1 � q'D�� . 7� g� � � �� v�� I I � � � . 3 I9 I �� ; , �� , 1 � I 1 � I 1 . • I PIERCE, BRINER & FII�ZNUG!� SCOii, 1�:�. �a�'�'�� - �!'l�D]NG `G� �lAi� , GO!ae.a,po- ' �� A'RCHITECTURE P{�f�+�IftiG JG� _ N0. ��--- VAI�, COL4RAi)0 81657 -;��,:�-� �c��c2 -_ -A��HIT�.�URA�� s . • ' • July 2�3, 1975 fJorthwoods, Bui�ding 'C' Pierce, 8riner & Fitzhugh Scott Vail , Colorado • llrch�tecture/Planning Job �1525 R.Q. Box 2299 ��ail , Colorado $1657 Proposed �hannPS July 2F3, 1975 /',partment S: Loft Revisions : Remove and relacai:e close� as shown. Re�ocate vanity ' F' as 5hown. Re�ocate and reverse swing cn c;oor "5�3. Add 4 x 10 ridge beam below 3 x 8 ceiling beams - see interior eleva�ions 22,25 & 26, sheet r+--:3 (void elevation 23) , � �I� �1��—L � 1 N C � s� � �� , ,�r ,_�� - 5TA1� �Q:3 � ��D�p�1 ( 2�PX4N��R�,LdG'� S�I�SI�p'�,4, ,�. � L�VEI� . . '�/(�) L�'Y�5 �/�'`fYpE'�X�o � AI� � : �; GYP Wa��p �. 5�0� �AhE 1..1�`(�.KS A�'P4.IEd y�� , ' �o� - - � �A��E� W/Cod cap��. 3�� / �!A►L5 �n d.G.. FAG�- �IAY�.12 ��a�p v�'r o� No��z.� �i�•Fl-�.��. NAILED �fac� C�L��lAli-s �2��'-�� --- --�j '��p.G. �I� FI-K. ��. � I �2'�°I -D . � � � ��x��F,��a�Tu� e�`ac, c�wn,�l�,� � : ` . _ ! W/�2��A`��S ��PJ"�TY�iiX�� 2 �2� ' pC __ �`fP. t�.jA�L�n �• �I��, �IMi��.R) , � - — -- , � � AP��u,r�o�l,,� � ---- � �- ' 4 � �� i � � , -a �, i � � � 3 2�x4��.�-� Wr��nar� ��. _ . � �. \ �—_ � i ��/C�) Ln`��K� �/g"T P�.ux'' `. i - - � K � j � 4YY. WA��cG' � � -- - � `�,- SID� aN Y �,� 5�10�1 N, f�� _ . _ ; . I�f'�'1-.I c-A7i QN, ��- f� nl.f � � �� „ M ' , � �UP HAU.- Q 9 z x� �IR�.��f�A�1T11z�' n ` 4.v�Y `' F�►J, ��K.�.L. 3 � " \ �22�+`_ n r .� t�.��. �UDy Il� d.G. II:IT�ID� ��►� N�1J I�N�'• FIRC � � ��G� HA5(2� L�A`��{Z'S y�p�" I �j2-�'�� hJ�kJ lyrlJ�. . �A7�o � � � -rtt��'x��,��, W��p / � � ��F�R�.�r� �216 - � G � �— 17c�K`�"c�S . - �Ah I�Y� PLA '� �-KT, 1 � _� � �Atrf�l�� w/�d ac�x r1Ai�.s �, 12'� G;G. (��A.`�K i� �FG . i ,' H�Z. A Ar�{��W/P�c� �iC � j � �MI I , � � � , � GLaSC� ; ' � �JAILS ��O.G.GdJOI�Jrs �, � 1 I��O.G• �l-S�W��K�. ,�1-�� ' � � �T�io��,�c�H,�A �� Z , ' j �. �-- � � �.Y� o� �8� rrr�xx�� Y�. �� g `�,, i i i ' �a. (v��T) '�y`�d �vx��5 � � '� � � � I S,iD.GL�JoIh}1�S 12�D.G�►-`�WFl� � � j _%� �1��.P��lc r�P� ��xT.i-�.�1-! '° � � � '�/8�x2t,2��GaaL�. �noFt�l��lA�LS H � i ,` ; G, I �"a.G. �ac'r.P t�f�P�.'�/Y�" ' � � �r ° � Y��P f��M S�R��J cr�r,�e�u ni�14 �� -Q � � ; � L�V�L _ � � � %'Z" �,�ok�N �AT� �T�H . { , c.o�T ��r��x� �� YW�, v � � .� � ��r ro�a�l v w/i o��. � — � N`(�?rZA'T�p t-IME� �l.E�,. og � � � i I a��To 5 �I�R �f� 5AG k oF �-IM�N�T� f �L�I`� ''� LFM�.�I�. �KOI�� GoA 'KMIX�' � T �-�� c�.� ��, � �c� ' ��4 �Y wT. ,�M�r�o �Nd �, ►�P , �fJ �I(�� i � K �/yn.M� AMOUNTs NYn�AI'�D f �. ? �L�f �� G�O�� , I �X-�.1� WA�L UME �dS�S�rFlP�F� US�.� f ��NP WALi- � ,f'fi��,�'-D'� '�'�u��T�o�t��r��; 1N ��rc �o�r �P�r�� r��a�E� PIERCE, BRINER R FII�ZHUG!� SC�i 3, 4�:C. �� P�'�ILDINC> JG'- � ARCHITECTURE P��1r�G vAIL , Gp oeqpo= I � � � J�� - ND. _1��- vAi� coLC��a s��5� -.�,u��°�'��_ � _ —P��os�� n�a�,� ,, - �n �Y G�� I � � .�, . � � � �� W� � �P�A I oN . � . o . ,�� LdC�f2 � . � � � � - . � �� . � ;�� - � � � �� f � � 5 ,;- �'� ` 4 �. . � ` ! • � � ' �i �.�' , . �I `•f- �" '' . i'� '� i �L � \-�- � � ,.� � . . ��J � . �' � I � \f ��- 5 �i i . � G ; � y i_ T�-, _ � ��`r ; { . . ;� , i - --- - ,� I' . � .�i�l,Fi-'.�t..8z�#3' f�'' I� � Ex�e�J V G�? ��P U� TO��- - �- _- �� Si��(J��1f�'• BRD G�1�-I� � A � . _� � �I!� !� (�'G��P,�-GI�,aN�Y� F1�1f1,�� ;; '� . ��3y!.��! , � ,, -P� .� --:�_ , �� -� � � -�, � � � � � � ' � _ ApT � I � i I I FIIJ.FL.�I-.�23�{'-.I" ' ; �.xt��1 V�,;{P. �KP.�A.��IVE. �J� � -r-- �- - — �,., - - - ,; � �O U�ln�i�l n� d� RoUF f� � � @ G��T � _ ;; ��'`�I G g�l+yF� �IF�. ,�.L. ��'"�P��YoN G' ��-� 1. � i - �{�,8�2q;-z' � �� p � ii = �- �I I ; , 'r �--- , � . . . � - �__ u- � ;i- --� - � . i, � O '� " h � - � _ 3 �111. �l..�L.v;z.24- " � � j�Gi; cD � F. — �. '� 1�r�r A � � .� I �\ t.o�l c. FG�.I�vAT i �1 / ' 1 � I FiI�.,FL. � I 1Jt*LL S�YoF1D � j ---� �21�t f� � .. ,'I �� - ' + � �L ,. . , , �� Z - � 5-- �i �\ I � �' �- �` ��GT I C�� - �.L�V� I�' I�l'. �� ,�8�= ��--�� ,� . � � \ ��--- - - . j i. 5� 2x�'��lK� K��. kl� 5`�L�G'� IG�°D.G.��) �A�Ef�; y/g'� T`(P�a�'„GKP ��G, � �i � E�,, ��v� u� Tou� �� o��oo��.�iu� c�-�ic ��-� � o ��, _ �' : � �� -(O 1�K1'k�A�L GEII�I�J�tC`� GA�IE�}�}'.L.G�ILC�S a�1L7� �XT�(ZID� 51�{Z�1�c�� AI ��,� �-{f'�V� ��X�� G�F'�� S�lir�-�P ��o�NG. i u y�+ � ��'��- �2��x�p��- P�T�t? 5��r cNiMrJ�Y �lc.�o�u��. w/��.la�51p�- to �� ' Va''=�`-o" �INISN�� W/C�IU�Y�� /@"T�rP�"x''4Y� �. ,b�r�tf,��.,ta��l �i�� XrPU��R-��'�� • ; PIERCC, BRINER & F1IZNUG'.� SC�iii, IF::;. �'��"1j'+�CYJ�S - . 6J1��1?`NC> {��- �r'a��. , Go�oeqpo- I �� ' �RCFCITECTURE PI��J"�i�:G JU� N0. �� VA1l, GOLORAnQ 81E�57 ��1.1�,�t��5- .-r �f��o7�� }-{�,!��,E �.�Q P P�Y G�� 1 � • � August l , 1975 ' Northwoods, Building ' C' �ierce, Briner & Fatzhugh Scott, Inc. Vail , Colorado Architecture/Plar+ning Job #1553 P. 0. Box 2299 Va71 , Colorado 81657 PROPOSED CHANGE 1 August 1975 --------------------------------------------------------------------------- l . Provide wood gate as shown on Draw�ng � 39 for� entry to terrace area soutf� of Apartment 'A' . 2. At spiral stair landings where the flooring material runs to the e�ge of the stair opening; edge the open�n� with 1x Oak trim to match up with the top 4f the flooring surface as shown on Dra►Ming 133. 7he Depth of the Oak trim shauld be the same depth as the Dak trim used on the stair landina as shown on Drawing 133. 3. Replace existing walis on or near colu�nn line (4) with a two hour fire separation wall as required by the Uniftirm Quildinq Cade - see proposed Change �rawings 14� and 141 for locatiQn, materials and application of materials. Add {2) hol7ow metal doors , l�o. ' s i66 and 264, 3'-0" x 6`-8" x 1 3/4" , Type 'A' , palnted, wit� a painted metal frame. They wii� have a 1 1/2 hour fire ratang with an automatic door closer. See Head, Jamb and Si�l details 1/27, 2/27 and 3/27 on Architectura� Contraet Drawing A-27. 4. In all apartments whic� are specifying a change from stained wood to painted wood trim and/or doars , all Mahogany wood presentiy specified should be sanded and sealed or re�laced with a wood which will accammadate painting. � I � � ► � i plerce Br�ner & Fiixhugh Scott Inc. Architecture Planning P.Q. Box 2299 Vail,Colorada 81657 303 476-303t3 July 31 , 1975 Mr. Ben �trahart Town of Uail Ben: The enclosed draw�n� is of the fire separation +�all at column line (4) �Jor�thwoods Building " C' . This is only the first sheet of proba- bly two or Lhree. However, I thought yau should look at t�e first drawinc� before I go much further. If you have questions or comments , p�ease give me a call . 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Co�O YA�`, �OI.Oi�IDO 8��1 ` �-ca��-9;,��i a;s �� sT _ . oaTE_��,�5 PR0.1 EC1� fJORTH1J00DS BUILDI�dG C �_— � ---- G�NERA� CO�JTiRAC�OR J . A. FEYDER CO�JS�RUCTION C0. SUPERINTENDENT KEITH COATS —� EXCAVA� 1 NG COhJ7RACTOR VAIL ASSOCIATES,_ IfJC_^�_ EXCAVATIUG COiJTRACTOR — CO�CRETE SuPPL 1 ER PORTO MIX . • CONCRETE r Uh1PER CO�JCRET� CONTRACTDR ___ �9P,SONRY COPJTRACTOR �,��;�,�g.��,ncnrfov FRAMING CONTRAC70R `__ PLUP�IB I I�G CQIJTRACTOF� EVERSON PLUMBING __ � MECHAN ICAL CONTftACTQR EVERSON PLUMBING P�1tCHAN I CAL CQIJ7RACTOR _—.- _ - ELECTR I CAL CONTRACTOR KE��ALL ELECfiRIC _ ___ �_ METAL FABR I CHTOR ��II�I�JEST STEEL AfaD IR01L R�OFING CONTRACTOR — --- r I �E PROTECT 1 ON C�I�TRACTO� ACME FIRE PROT�CTI0�4 _ _ F f RE PF�OT�CT l Ot� CONTR,ACTOR , ^ PRECAST CO�JTRACTOR PR�STR�SSED CONCRETE OF COLORADO ` — CRA1�E CONTRACTOR J. A. NYDER _ -- ELEVATOR CONTRACTOR U. S. ELEVATOR D�Y WALL CONTRACTOR _ __�_ --- � PAV I NG CONTRACl"OR ___ — LAMDSCAPING CONTRACTOR SPEC IAL�'Y CONTRACTOf�S FOR Precast Stai rs —��KI-�T-KON-KRE�E Steel Erection UPdIVERSAL STEEL ERECTORS FOR FOR OTHER FOR � � F�R FOR TESTlI�G AGENCIES COI�ICRETE SOILS STEEL MASOtJRY PIERCE BRINER & FITZHUGH SCOTT R. L. HILAND SPEClAL INSPECZOR ROBERT L. NILA�� F I RP4 PzEn�,'E, RRINER & FITZHUGH SCOTT � �