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Mountain Haus Common Element 2000 - 2003
R� TOM OF VAIL Project Name: Mountain Haus Project Description: Awning Sign Participants: Design Review Board ACTION FORM Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 tel: 970.479.2139 fax: 970.479.2452 web: www.ci.vail.co.us OWNER MOUNTAIN HAUS CONDO ASSOC 292 E. MEADOW DR VAIL CO 81657 License: APPLICANT MOUNTAIN HAUS CONDO ASSOC 292 E. MEADOW DR VAIL CO 81657 License: Project Address: 292 E MEADOW DR VAIL 292 E MEADOW DR Legal Description: Lot: Block: Subdivision: Parcel Number: 210108228000 Comments: vl DRB Number: DRB030499 11/03/2003 Phone: 476-2434 11/03/2003 Phone: 476-2434 Location: BOARD/STAFF ACTION Motion By: Action: STAFFAPR Second By: Vote: Date of Approval: 11/12/2003 Conditions: Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Planner: Bill Gibson DRB Fee Paid: $50.00 TOMI OF VAIL 1%W ..01, Application for Design Review Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 tel: 970.479.2139 fax: 970.479.2452 web: www.ci.vail.co.us General Information: All projects requiring design review must receive approval prior to submitting a building permit application. Please refer to the submittal requirements for the particular approval that is requested. An application for Design Review cannot be accepted until all required information is received by the Community Development Department. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval lapses unless a building permit is issued and construction commences within one year of the approval. &q Description of the Request: Location of the Proposal: Lot: Block: Subdivision: Physical Address: 2a2 f,. D W <K 61 :o�n cel N .: 08 Z ZO0 (Contact Eagle Co. Assessor a 970-328-8640 or parcel no.) ing: Name(s) of Owner(s): MwAN& 16A 4 ASL 64 00M &W I� Mailing Address: 217- IF Phone: Owner(s) Signature(s): Name of Applicant: Mailing Address: ?Jz P'. MWO147 Uk� Phone: 74 . z 34 E-mail Address: 9 W#,h&NNAJW. CW Fax: .pool TT of Review and Fee: Signs ❑ Conceptual Review ❑ New Construction ❑ Addition ❑ Minor Alteration (multi-family/commercial) ❑ Minor Alteration (single-family/duplex) ❑ Changes to Approved Plans ❑ Separation Request For Office Use Only: Fee Paid: Application Date: Planner: $50 Plus $1.00 per square foot of total sign area. No Fee $650 For construction of a new building or demo/rebuild. $300 For an addition where square footage is added to any residential or commercial building (includes 250 additions & interior conversions). $250 For minor changes to buildings and site improvements, such as, reroofing, painting, window additions, landscaping, fences and retaining walls, etc. $20 For minor changes to buildings and site improvements, such as, reroofing, painting, window additions, landscaping, fences and retaining walls, etc. $20 For revisions to plans already approved by Planning Staff or the Design Review Board. No Fee _ Check • DRB No.: w :xMAN OF Wt JOINT PROPERTY OWNER WRITTEN APPROVAL LETTER I, (print name) &A2 (L 1,)1r- , a joint owner of property located at (address/legal description) _ AOUX6w. provide this letter as written approval of the plans dated which have been submitted to the Town of Vail Community Development Department for the proposed improvements to be completed at the address noted above. I understand that the proposed improvements include: OVL ,o�• 6LVe I further understand that minor modifications may be made to the plans over the course of the review process to ensure compliance with the Town's applicable codes and regulations. Paoe 2 of 4/01/10/02 11.03.03. (Date) 8i T01" OF VAII SIGN APPLICATION SUBMITTAL REQUIREMENTS General Information This application is for any sign that is located within the Town of Vail. Specific requirements are available from the Department of Community Development. I. SUBMITTAL REQUIREMENTS Number of signs proposed: Number of signs existing: �! Sign message: ,(a.' Sign and lettering dimensions for each proposed sign (attach a colored scaled schematic drawing @ 1/4" = 1'): 5cs, Atbft JUGAIG TAtaw aro' i H. Length of business frontage: 2015 4- 1 ,I! Height of sign(s) from grade: W iY Sign Location (attach a site plan and an elevation drawing or a phot��ograpph��cl arty indicating the proposed location of sign(s)): iN tJQ4d�la/L halt �(r>Iw�,s1 Materials and colors of sign (attach samples): IAO-'LIuvtL :SY a KLW L. Sign lighting plan:pu��Jlw� N� ❑ Indicate type, location and number of fixtures. ❑ Include height above grade, lumens output, luminous area. ❑ Attach a cut sheet for each proposed fixture. _,M' Drawings showing how and where the sign or awning will attach to the building and how the awning will be constructed. Paae 3 of 4/01/10/02 Name of Business: /B. Building name and physical address_ ,: Written approval from condominium association, landlord, and joint owner, if applicable. Type of sign (check all that apply): VBuilding OFreestanding Sign Identification OWall Sign ❑ Mural OHanging / Projecting Sign ❑ Window Sign ODisplay Box ❑ Sign Program ❑Daily Special Board ❑ Gas Filled/Fiber Optic I]Joint Directory Sign ❑ Temporary Sign OSubdivision Entrance Sign ❑ Other Number of signs proposed: Number of signs existing: �! Sign message: ,(a.' Sign and lettering dimensions for each proposed sign (attach a colored scaled schematic drawing @ 1/4" = 1'): 5cs, Atbft JUGAIG TAtaw aro' i H. Length of business frontage: 2015 4- 1 ,I! Height of sign(s) from grade: W iY Sign Location (attach a site plan and an elevation drawing or a phot��ograpph��cl arty indicating the proposed location of sign(s)): iN tJQ4d�la/L halt �(r>Iw�,s1 Materials and colors of sign (attach samples): IAO-'LIuvtL :SY a KLW L. Sign lighting plan:pu��Jlw� N� ❑ Indicate type, location and number of fixtures. ❑ Include height above grade, lumens output, luminous area. ❑ Attach a cut sheet for each proposed fixture. _,M' Drawings showing how and where the sign or awning will attach to the building and how the awning will be constructed. Paae 3 of 4/01/10/02 -- ------------ - } BEAST ELEVATION �r ,ter,.• -rd r__ __________-i__ Q)i w = w oa a —r T • S WEST ELEVATION ura i IL i i T T r f [ a ENLARGED NORTH ELEVATION u� ,�r,.rr.-.rte. .■r TOWN OF VAIL, COLORADO Statement Statement Number: R030005059 Amount: $50.00 11/03/200302:14 PM Payment Method: Check Init: DF Notation: #11659 ----------------------------------------------------------------------------- Permit No: DRB030499 Type: DRB - Sign Application Parcel No: 210108228000 Site Address: 292 E MEADOW DR VAIL Location: 292 E MEADOW DR Total Fees: $50.00 This Payment: $50.00 Total ALL Pmts: $50.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- DR 00100003112200 ----------------------------------------------------------------------------- ------------------------------ DESIGN REVIEW FEES ------------ 50.00 MEMORANDUM FILE COPY ,C TO: Town Council L,�:.� N FROM: Community Development Department n DATE: September 20, 2005 +1 v �4 m�'et,vrl SUBJECT: Request to proceed through the development review process with a proposal t�M to construct private improvements on Town of Vail property. Applicant: Mountain Haus, represented by Paul Smith Planner: Warren Campbell DESCRIPTION OF THE REQUEST Request to proceed through the development review process with a proposal to construct private improvements on Town of Vail property. II. BACKGROUND It is the desire of the Mountain Haus to apply for a design review application to construct a new covered entry and alter the landscaping on the west elevation of the existing building within the Town of Vail right-of-way for Slifer Square (Attachment A). Since the Mountain Haus is proposing to construct and alter Town of Vail property, Town Council permission is required to proceed through the development review process. If Council grants permission to proceed through the process the applicant will need to proceed forward with their Planning and Environmentai Commission and Design Review Board applications. In general the applicant is asking to: Construct a new covered entry to the western elevation (Attachment B); and Construct a paved area with flag stone picnic table cr bench in the planting bed Vail Estates tenant space located on the in the existing planter box in order to place a An appiicaion, which was very similar to the one being proposed was granted approval by the Town Council to proceed through the development review process for improvements located within the Town right-of-way on July 14, 1998. Subsequent, approvals for setback and site coverage variances were granted by the Planning and Environmental Commission on August 10, 1998, and Design Review Board granted approval on September 2, 1998. All of the approvals identified above have sense expired and in order to perform the improvements III. STAFF RECOMMENDATION The Community Development Department recommends that the Town Council grants the Mountain Haus, and their representative, permission to proceed through the design review process. (�^ V (�f1k�� P��nra�SS«n �'� P`✓`ee�-�t^vu�c�i� IV. ATTACHMENTS iv'+fh0,,4 Ike- 141AJsCq;nc �✓n(��uP/�+1;.�{S A. Vicinity Map �af�on: G73 e B. Plans depicting encroachments into the right-of-way 41 0I . M i w =3 0 a C U o > LL 0 , o k Cr 4) o Attachment: A g3 E 3 Joseph Shannon, LLC P.O. Box 3462 Vail, CO 81658 August 14, 2005 Town of Vail Council Members & Department of Community Development Hand Delivered Re: Safety Issue: request for covered entry Commercial Door #10 1 at the Mountain Haus Ladies and Gentlemen: Attached please find architectural drawings pertaining to the continuation of improvements to the west exterior of the Mountain Haus building for the commercial property known as Unit #101. The present situation is a safety and liability issue. The roof of the Mountain Haus does not have a large enough sofit or covered area over the exterior southwest entry door. Rain drip, falling ice and snow create a frozen and slippery walkway, which is hazardous to the general public. This request will remedy the safety issue and benefit the overall exterior aesthetics of the building in continuity of the improvements that were approved by the Town to the west entrance of the Mountain Haus in 1998. If you have any questions, please contact our contractor, Paul Smith. Thank you for your time regarding this matter. Si cerely yours, Toseph annon, LLC By: Theresa W. Smith, General Partner Cc: PaulSmith Construction Warren Campbell, Community Development Planner Attachment: B suirm --aLya anm W.1 , oul .77vx — ,rem QRS PnECT —q W= oNmvsa snRH uMunoW Cd 7n 'Uou=qS qdNor Z:' 3 :pia Our. -S .. .. 47, ui VA fw6m 3LYO H(1S9 • e�4, ti A � > i 1 [ism :oN,J9roY .R.l•.Wl VTVW URId I00i31109nd V=oNNlvMo SnL'H u!mu loW of N J'YI`aouuegS gdasof Q go LgMd 410 S � eZ 41 kx, < , ...y f<�• ,. ..'tit an* -.a ,�..»�-`'„ " i Ai R y ♦ C ' k . .s �s ��. �+����1r-' ` r ��`7s�a ��' F+�•IIS �\s iF + _ T r ".►moi•• -. • � + �: r t �_r' p•Z. �., r 11. +� � _+ ;, _ / ! . � `'' '^4•" `^ t . .s �s ��. �+����1r-' ` r ��`7s�a ��' F+�•IIS �\s Page 1 of 1 t� ct�) s+ -6n e, T a ii v o, F--ec� -6 r b �rQ-�, o v- 'u-� li� file://C:\Documents%20and%20Settings\Paul%20Smith\Local%20Settings\Temporary%2... 7/12/2005 0;/09/98 07:50 FAX 9704764901 FRITZLEN P t',+1D March 6. 1998 Tom Moorhead Town of Vail 75 S. Frontage Road Vail, CO 81657 VIA FAX: 479-2157 Re: Mountain Haus West Entry Lease Agreements Dear Tom: FPB is representing the Mountain Haus in their bid to redevelop Entry which adjoins Slifer Plaza. FPD has been working with Th department on the redevelopment of Slifer Plaza and have incorl the new entry solution- We met with Town Council on 02-24-98 proceed with the public approval process. Per discussions with ( for Landscape, Setback, and Site Coverage Variances. At this C discussions with the TOV regarding lease agreements for buildit a001 A R C H I, T E C T S le Mountain Haus's West TOV Public Works rated the design ot�jectives into nd received approval to ;orge Ruther, we are applying ie, we would also like to start on Town of Vail land. The existing Mountain Haus West Entry Canopy extends on to OV land- FPB is proposing more permanent Entry Way Structure that would occupy the sal basic footprint (see attached preliminary solutions). Does the TOV have any current lease agreements of a similar feedback on this matter- Because the '-. OV redevelopment of in late April 1998, we would appreciate moving forward as q1: lease agreement- Please contact myself of Lynn Fritzlen with Sincerely, C. Stephanie Lord Architect cc: George Ruther, TOV Planner 479-2452 K:19521 Mountsin Hn-Ut 527CA1a1lrO223.wpd Planning • Architecture • 1650 East V.L[ Valley Drive Fallridge C-1 9 Vail, CO 81657 ■ rph@co1nrada.neL ,rre) We would appreciate your Slifer Plaza is expected io begun ly as possible regarding the ;stions and/or comments. Interiors fax (9 70) 476-4 901 • (970) 476-6342 06/10/98 14:42 FAX 9704764901 FRITZLEN PIERCE x001 '? 7 `-1 Fax Cover Sheet Date: June 10, 1998 To: Tom Moorhead Fax: 479-2157 Re: Mountain Haus Lease Agreement Sender: Stephanie Lord A R C H I T E C T S You should receive 1 page(s) including this cover sheet. If you do not receive all the pages, please call (970) 476-6342 Ext 15. Tom - The Mountain Haus received final DRB approval for their new West Entry on June 3, 1998. At this time there is no signed agreement between the Mountain Haus and TOV regarding the lease agreement for the construction of the entry on TOV land. Could you fax me a copy of a similar agreement which the Mountain Haus Attorney could review. It is my understanding through George Ruther, that the Mountain Haus needs to draft the document due to scheduling - Construction is expected to begin sometime after June 22, 1998_ Please fax sample document to 476-4901. Thank you for your help. Stephanie Lord Architect T:PJ�27-biouncn:u IIa.yV� :37G1'1'..�Luu - nn�........a�rrC-TOvnwro•u1a1�pJ\u��fnOulO.wpJ Planning • Architecture • Interiors 1650 East Vail Valley Orive Fallridge C•1 • Vail, CO 816,57 6 (pb@colarado_net 9 fax(970)476-4901 a (970) 476-6342 MEMORANDUM I� Oki TO: Planning and Environmental Commission Z _DIIALIE FROM: Community Development Department DATE: April 13, 1998 S -C>A SUBJECT: A request for a setback variance and a site coverage variance to allow for the construction of a west entry remodel to the Mountain Haus, located at 292 East M Meadow Drive/Part of Tract B, Vail Village 1st. Applicant: Mountain Haus Condominium Association, represented by Stephanie Lord of Fritzlen, Pierce & Briner. Planner: George Ruther DESCRIPTION OF THE REQUEST The applicant, the Mountain Haus Condominium Association, represented by Stephanie Lord of Fritzlen, Pierce, and Briner, is requesting a setback variance and site coverage variance to allow for the construction of a west entry remodel to the Mountain Haus. The remodeled west entry is intended to improve access into the residential and commercial spaces within the Mountain Haus, as well as enhance the aesthetics of the west elevation of the building. The new entry will replace an existing canvas awning. The remodel will result in the removal of three large evergreen trees and two aspen trees. To mitigate the loss of the trees, the applicant has agreed to replace the trees at a foot:foot or caliper:caliper ratio, depending upon the type of tree, in the vicinity of the Mountain Haus. A copy of the tree preservation report has been attached for reference. Much of the new entry addition is proposed to be constructed on Town of Vail property within Slifer Plaza. If approved, the applicant will be required to execute a easement agreement with the Town of Vail. According to the Official Town of Vail Zoning Map, the Mountain Haus is located in the Public Accommodation Zone District. Pursuant to Sections 12-7A-6 and 12-7A-9 of the Municipal Code, the minimum side setback shall be 20 feet and the site coverage shall not exceed 55% of the total site area. The existing west side setback, in the location of the new entry addition, is one foot and the existing site coverage of the Mountain Haus is approximately 76%. The new entry addition is proposed to extend out from the building 22 1/2 feet and add approximately 320 of additional site coverage. Therefore, the proposed improvements will result in a new west side setback of zero feet and the site coverage percentage will be increased to 77%. Since the minimum side setback for the Mountain Haus is 20 feet and the maximum site coverage is 55%, and the applicant is proposing to increase to existing non -conformity, a side setback variance of one foot and a site coverage variance of 1% are required. A copy of the plans and a letter of explanation from the applicant has been attached for reference. f:\everyone\pec\memos\mthaus.413 1 A TO{9NOFY,t�. II. BACKGROUND On Tuesday, Febr aft_,24, 19M the applicant's representative met with the Town Council. The purpose of the meeting with the Town Council was to seek the Town Council's permission to proceed through the public planning process. The Town Council's permission is required, as the Mountain �aus ts,prdposing to construct the new entry on a portion of Town of Vail property within Slifer Plaza. Vpon hearing the applicant's request, the Town Council granted its permission to proceed through the planning process. The Council identified the following three issues which need to be addressed during the review process: A public benefit of allowing the applicant to use a portion of the Town property to construct the new entry. 2. A tree preservation plan. If approved, the property conveyance options for allowing the applicant to use Town property. On Monday, March 23, 1998, the applicant's representative met with the Planning and Environmental Commission for a worksession to discuss the proposed west entry remodel. The purpose of the worksession was to discuss the following issues: • The appropriateness of constructing an entry addition on Town -owned property zoned Outdoor Recreation District. • The requirement of a tree preservation plan and tree removal associated with the new entry. • The public benefit gained by allowing the new entry to be constructed on Town property. • The completeness of the application. During the worksession, the Planning and Environmental Commission and the applicant's representative agreed to a tree preservation plan. A copy of the draft minutes from the March 23 meeting have been attached for reference. III. VARIANCE CRITERIA AND FINDINGS Upon review of Section 12-17-6, Variance Criteria and Findings, of the Town of Vail Municipal Code, the Community Development Department recommends approval of the requested setback and site coverage variances. The recommendation for approval is based on the following factors: f:leveryone\pec\memos\mthaus. 413 2 A. Consideration of Factors: 1. The relationship of the requested variance to other existing or potential uses and structures in the vicinity. Staff believes that the requested setback and site coverage variance will have minimal, if any, negative impacts on the other existing or potential uses and structures in the vicinity of the Mountain Haus. The new entry was designed in conjunction with the Town's proposed improvements to Slifer Plaza. The location of the improvements will not hinder pedestrian circulation in Slifer Plaza. Pedestrian safety may actually be enhanced as the new entry will improve the access to the Mountain Haus and the covered stairs will prevent the build up of ice and snow. As mentioned previously, if approved, the applicant will be required to execute a easement agreement with the Town of Vail. 2. The degree to which relief from the strict and literal interpretation and enforcement of a specified regulation is necessary to achieve compatibility and uniformity of treatment among sites in the vicinity or to attain the objectives of this title without grant of special privilege. Staff believes the applicant has requested the minimum amount of relief from the strict and literal interpretation and enforcement of the setback and site coverage regulations necessary to achieve compatibility and uniformity among sites in the vicinity of the Mountain Haus and within the Public Accommodation Zone District. The proposed entry will only encroach one foot further into the setback than the building currently encroaches in the location of the entrance. Other areas of the building on the west side encroach further into the setback, and in fact, some areas are off the applicant's property and onto Town of Vail property. In terms of additional site coverage, the new addition, while more permanent and substantial nature, results in a slight increase in site coverage. Staff believes the additional site coverage is warranted and will not result in a special privilege as the Mountain Haus was constructed prior to zoning. The relationship of the existing structure to the current development standards prohibit the applicant from ever constructing improvements to the building without a variance. Staff believes this to be an extraordinary circumstance or exceptional condition. 3. The effect of the requested variance on light and air, distribution of population, transportation and traffic facilities, public facilities and utilities, and public safety. The proposed variances will have little, if any, effect on these factors. B. The Planning and Environmental Commission shall make the following findings before granting a variance: That the granting of the variance will not constitute a grant of special privilege inconsistent with the limitations on other properties classified in the same district. f:\everyone\pec\memos\mthaus.413 2. That the granting of the variance will not be detrimental to the public health, safety or welfare, or materially injurious to properties or improvements in the vicinity. 3. That the variance is warranted for one or more of the following reasons: a. The strict and literal interpretation or enforcement of the specified regulation would result in practical difficulty or unnecessary physical hardship inconsistent with the objectives of this title. b. There are exceptions or extraordinary circumstances or conditions applicable to the same site of the variance that do not apply generally to other properties in the same zone. The strict interpretation or enforcement of the specified regulation would deprive the applicant of privileges enjoyed by the owners of other properties in the same district. IV. STAFF RECOMMENDATION The Community Development Department recommends approval of the requested setback and site coverage variances. Staff's recommendation of approval is based upon the review of the Criteria and Factors outlined in Section III of this memorandum. Should the Planning and Environmental choose to grant an approval of the applicant's request, staff would recommend the Planning and Environmental Commission make the following findings: That the granting of the setback and site coverage variances do not constitute a grant of special privilege inconsistent with the setback and site coverage limitations on other properties in the Public Accommodation Zone District. 2. That the granting of the setback and site coverage variances will not be detrimental to the public health, safety or welfare, or materially injurious to properties or improvements in the vicinity of the Mountain Haus. 3. That the setback and site coverage variances are warranted since the strict interpretation or enforcement of the setback and site coverage regulation would deprive the applicant of privileges enjoyed by the owners of other properties in the Public Accommodation Zone District, as the Mountain Haus is an existing building constructed prior to Town's adoption of zoning regulations. f: \everyone\pec\memosVnthaus.413 4 t� r � x t � •: �: 'i �r ��� �yw�w �� _I6 4� � 1 • �yL rr�^ � i, tom__�{{ v ! �^' �� i• �. 's ..,�.. Y• ..fir t _ �r ii ![3 7 \ CC �. •LillOP e i!. �77 4 � t Al:ktt %ill A,J E �,/i��.gdr I .. Ti y.i.t ••'i a� T " art'+ -r �„ - �'r • `�, � x � �'� "Y9�. _• _ is 4 .s y ,yJ ..s�sr - ,rriyT`.�a•F �ti ^'r. to it T %� ,�" _ .,'v"'► •n -l+ -Y. '�-.�`�[�� S:pit; !J. ��pa �� .,,,Tri ti_,,--��r�w..� •�-�-� w Y . � ' � � ti �� _. March 24, 1998 MOUNTAIN HAUS NEW WEST ENTRANCE Site Coverage and Set Back Variance PROPERTY: 292 E. Meadow Drive Lot 5 Part of Tract B, Vail Village lst Filing ZONING: Public Accommodation District DESCRIPTION OF REQUEST A R C H I T E C T s On the behalf of the Mountain Haus Condominium Association we are requesting to construct a new west entry adjacent to Slifer Plaza. There is currently a canvas canopy in this location. The footprint of the new entry structure, primarily stone and wood, would mimic the existing canopy footprint. The proposed West Entry extends out 20' from the west face of the existing building and is 12'-0" wide. The structure would cover a new stair leading down to the commercial basement level. Additionally, an on -grade walkway is proposed on the south side of the new structure which would lead to the Mountain Haus Residential Units (see attached plans) COMPATIBILITY WITH ADJACENT USES/ HARMONY MAINTAINED The new entry structure was designed in conjunction with the TOV redesign of Slifer Plaza. The architecture mimics the covered bridge and bus stop structures of wood timbers and gable roof pitches. Additionally, the landscaping design carries through the new features in Slifer Plaza with matching stone planter walls, flower beds, and paving. There are several adjacent covered walkways which serve the same functions as the proposed Mountain Haus West Entrance. EFFECT OF THE VARIANCE The distribution of population, transportation, traffic facilities, and utilities are not impacted. The public safety is improved by providing clearer direction, lighting, and snowmelt into the facility. The new entrance is an "open-air" structure and should not have any impact on the light and air. The landscape plan will allow more light into Slifer Plaza. COMPLIANCE WITH VAIL's COMPREHENSIVE PLAN Goal 1.2 - Upgrading buildings - Encourage the continued upgrading and enhancement of existing lodging and commercial facilities The Mountain Haus West Entry improves the aesthetic of the Mountain Haus by adding visual interest, detail, a variety of wood stone and metal materials, and adding human scale to the West Facade. Goal 1.3 - Enhance new development and redevelopment through public improvements KA9527 Mountain Haus\9527C\PEC-TOVApprovals\wpd\gr0325.wpd Planning • Architecture • Interiors 1650 East Vail Valley Drive Fallridge C-1 * Vail, CO 81657 • fpbecolorado.net • fax (970) 476-4901 • (970) 476-6342 done by private developers working in cooperation with the Town. The Town of Vail contacted the Mountain Haus regarding the renovation of Slifer Plaza. The design of the Mountain Haus West Entry has occurred in conjunction with the Slifer Plaza design and is intended to further enhance the edges of the Slifer Plaza. The materials, landscape and footprint all complement and support goals for Slifer Plaza. Goal 2.5 - Encourage the continued upgrading, renovation and maintenance of existing lodging and commercial facilities to better serve the needs of our guests The Mountain Haus has been working on their long term goals to improve quest comfort and safety at the Mountain Haus. Past projects include the installation of a sprinkler system and renovation of interior common areas. The proposed Entry to the upper residential units and to the lower commercial areas is another step in improving the facilities. The new entry encourage the public to the enter the lower corridor to the restaurant and provides the Mtn Haus quest with an separate elegant entry to their units. Goal 3.1 - Physically improve the existing pedestrian ways by landscaping and other improvements. The design of the New West Entry is intended to bring down the scale of the Mountain Haus and improve the pedestrian experience for both people entering the facility and those viewing the facility from Slifer Plaza and the Covered Bridge. SPECIAL CIRCUMSTANCES/PHYSICAL HARDSHIP RELIEF FROM STRICT AND LITERAL INTERPRETATION The facility was constructed almost 30 years ago when the current codes and zoning requirements were not applicable. The building should be maintained and upgraded to meet current guest standards and to complement the Slifer Plaza Redevelopmerit. Due to the existing non -conforming conditions and the design of the building it is difficult to minimize the appearance of height and mass without attaching additional scaled-down elements and building up to and extending out over the property line. The Mountain Haus has a public restaurant located in the facility that is extremely difficult to promote due to its location inside the building, restricted visibility of the existing entry, and the surrounding trees that screen the building. Per the PEC, keeping viable Restaurant space functioning in Vail is a TOV Goal. The new entry will help promote a difficult restaurant location. Adjacent sites have pursued "tear down/rebuilds" because the existing conditions did not provide opportunity to improve without extensive variances. The Mountain Haus is structurally sound and a "tear down/rebuild" would not be fiscally wise. However, improving function and aesthetic to bring the facility into the next decade is still a goal. Due to the existing conditions, any renovation/improvement that the Mountain Haus proposes will be on TOV land. This provides the TOV with an opportunity to encourage development that meets TOV objectives and needs. KA9527 Mountain Haus\9527C\PEC-TOVApprovals\wpd\grO325.wpd MOUNTAIN HAUS NEW WEST ENTRANCE Site Coverage and Set Back Variance PROPERTY: 292 E. Meadow Drive Lot 5 Part of Tract B, Vail Village 1St Filing ZONING: Public Accommodation District SITE COVERAGE VARIANCE 12-7A-9 and 18.22.110 Non -Conforming Existing Condition Required: Shall not exceed 55% of total site area Existing: 17,909.20 sq ft - 82.8% Proposed Addition: 13 sq ft - 82.9% SET BACK VARIANCE -12-7A-6 and 18.22.060 Non -Conforming Existing Condition Required: Minimum front, side, and rear setback shall be twenty feet Existing: Zero (West Elevation ranges from 0' to 3' off the property line) Proposed: Infill l' of Property Line with new West Entrance which extends out 20' from the face of the building on to TOV owned land KA9527 Mountain Haus\9527C\PEC-TOVApprovals\wpd\grO325.wpd R7,11- 11 � all va w a -n m Z m N m () r - M xmz Mountain Haus Mountain Haus PW @UMWffM. - YAW OCIPANM 'J* Ml IL WEADM CWW Mountain Haus PW @UMWffM. - YAW OCIPANM Ml IL WEADM CWW Vm. OOLORMO em ], Q 0 c) 0 * LO3i = �°-�,"' Mountain Haus !� ZWN rm K=w"AL - wmff Off"Am L Oft%)= nPWA VAL. 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OOLOKA00 BU97 99 � Mountain Haus n m -i ZXN O n mnm 'EL NJSfTfA • WENT EWrK^PKE M xmZ 99 Mountain Haus m -i ZXN O n mnm 'EL NJSfTfA • WENT EWrK^PKE M xmZ Mountain Haus �I 'EL NJSfTfA • WENT EWrK^PKE LQ E 6EALXM Ot•/E YALE CQGr1AD0 MfT v-. ecisioi ve 7orks April 3, 1998 Stephanie Lord Fritzlen, Pierce, Briner Architects 1650 E. Vail Valley Dr. Fallridge C-1 Vail, CO 81657 TO: Stephanie Lord FROM: Mark Stelle, Consulting Arborist P.O. Box 606 Vail, Colorado 81658 (970) 845-8375 R RE: Proposal for further services Mountain Haus New West Entry, Vail, CO My report of April 2, 1998 concerns my initial site visits and outlines tree preservation issues. Per your request I am submitting a proposal for further services which includes a Plan of Action and projected costs. PLAN OF ACTION 1. Review, as necessary, any subsequent changes to the 3/9/98 Pricing Set. As required, prepare and attend Design Review Board meeting. 2. Recommend replacement tree species, sizes, location, etc. Consulting services would be limited to inspecting nursery stock before it is transported to the site and monitoring onsite installation. 3. Perform removal(cut down, remove and leave only a short stump) all 5 large trees. Set cost of $750.00 4. Root feed all 7 residual trees with bio -stimulant soil injection. 0 application in April and 2nd application in fall'98. The combined cost of both applications is set at $580.00 5.- Assist Construction Project Manager in location of tree preservation fence. 6. Monitor construction activities. 5, site visits anticipated. Coordinating the first construction visit with -the time.of initial ground _breaking is critical. 7. ' Supplemental watering; temporarily protecting exposed roots with -a covering, and design of a . root aeration systems will'all be evaluate_ d as needed: 8. Following construction cornpletion I propose: a) pruning dead branches in the lower ten feet of all 7 trees. b) training(repositioning with straps and small gauge wire) branches to help fill the voids created on residual trees which were caused.by.ihe removal .of close neighboring trees. The combined cost is set at $650.00 .4 - Items #3; #4,.and #8 are fixed tree service costs totaling.' ......:..................................... $1,980.00 Remaining items concern Consulting Arborist services estimated for 33 hours at $75.00/hr...... $2,475.60 The following parties agree to the above proposal so long as total cost(inclusive of initial report of April 2, 1998) does not exceed $5,000.00. For Mountain Haus Condominium Association (Please sign above and print name and title below) •e 102% �.Y•Y.� Avu.imed l��.apc f m �.ws dfdordo �recision rks P.O. Box 606 Vail, Colorado 81658 • (970) 845-8375 April 2, 1998 Stephanie Lord - Fritzlen, -Pierce, Briner Architects 1650 E. -Vail Valley Dr. Fallridge C-1 Vail, CO 81657 RE: Tree. Preservation Program Mountain Haus New West Entry Vail, CO Dear Stephanie: On Wednesday, March 25, 1998 we met at the Mountain Haus to discuss details of the proposed renovation of the west entry. The following report will summarize our discussions, document my findings from tree inspections, and present recommendations for individually referenced trees. Also attached is a proposal for .additional consultation. DEFINITION OF ASSIGNMENT . It is the expressed interest of both the Project. Architects and the Mountain Haus to save every possible tree on this site by investigating tree relocation opportunities and utilizing approved tree preservation techniques for residual trees. Pursuant to this interest, I was retained by Fritzlen, Pierce, Architects, Inc. to create an initial report. In order to fulfill this assignment within the initial budget, it was agreed the following issues would be addressed. • Identify, measure, and label 12 viable trees adjacent to the Mountain Haus West Entry. • Inspect each, of these trees for general health. • . _ Evaluate: alternatives of removal or relocation for 5 of these12 trees. •- . Provide cost estimate of preferred alternative. • Outline a Tree.Preservation Guidelines -for remaining trees adjacent.to new construction. • Include proposal -for further services.' ASSUMPTIONSAND LIMITING CONDITIONS Field inspections were performed on3/26/98 and 3/30/98.: Conditions noted pertain to the later date. Inspections were limited"to visual examination of accessible features without excavation, coring, or climbing. The.scope of this report does not include either determination of tree ages or individual tree valuation appraisals since these figures were not determined to be an essential component of this report. Discussion regarding the L.O.D.( limit of disturbance) for encroachment into the root zone is assuming the 3/9/98 Pricing Set tree locations and new hardscape locations are accurate within '/2 `. Due to initial budget restrictions, specific recommendations for replacement trees species, size and location are. included in my proposal for further services. There is no warranty or guarantee, expressed or implied that further problems or deficiencies of the trees on this site may not arise in the future. 0 .� •. Aarw;:�i.0 Irnd.r.Yr Page 2 of 4. April 2, 1998 Mountain Haus Project GENERAL CONDITION OF TREES In their present. condition, this group of trees has outgrown the original landscape design. What was likely once an attractive landscape of well spaced and vigorous- young trees with dense foliage at eye level; . is now a crowded group of large root -bound trees. Competition for sunlight, water, nutrients, and root growing space has killed the lower branches of interior trees,_ suppressed lateral branch growth, and created conditions favorable for.insect and disease attack. Irrespective of the proposed hardscape renovation, my prescription for this group of trees would be a combination of removal, thinning, dead branch pruning, and root feeding to increase vigor of remaining trees. In addition to 12 viable trees which this report addresses specifically, this site also has 6 small aspen which - . are. -either dead, or diseased: These 6 small stems are inconsequential and should just be removed.. - All spruce have. a minor degree of Cooley spruce gall adelgid(Adelges cooleyt) evidence, an inconsequential insect indigenous to our region. Varying degrees of aphid damage are also present on all trees. Annual growth of lower branches on all spruce averages 2" to 3" per year, which is below average for spruce trees of this size. TREE SIZE AND CONDITION A total of 12 trees were measured, inspected, and labeled with a numbered tag. For ease of reference, I have also numbered each of these trees on an enclosed copy of the FPB Pricing Set 3/9/98. # ; SPECIES DIAMETER HEIGHT DRIPLINE CONDITION (Dbh) RADIUS I Blue spruce(Pi_cea pungens) 10.5" '37'. 8", Fain 2: Blue spruce 8 5 40' 8' : Fair -poor, aphid evidence and trace of pine needle scale 3 Blue spruce.. 11.0 f 47' , - 9Fair 4 Blue spruce 9.0 46' 9' Poor -fair, significant aphid damage 5 Blue spruce 9:0" 50,. 9' Fair -poor, root collar is only 4.5' from building 6 Aspen(Populus tremuloides) 5.5" 45' 7' Poor, overcrowded environment and root bound on one side _ 7 Aspen 6.0" 44 7' Poor, overcrowded and root hound on two -sides' 8;Blue spruce12 5 55 - 12' Fair=pbor, _root bound and Xmas lights constrammg cambium 9 �lucspruce 42.5 S6 11' Fair, root bound, too close to building I0%Blue spruce 10.0'. 50, 9' . Fair -11 -Blue spruce 11.0 46' 9' Fair, root bound on two sides 12 Blue spruce 11.5" 47' 9' Fair Footnotes: • Dbh(diameter at a breast height of 4.5') is rounded to the nearest %:'. • Heights were measured with a clinometer to an accuracy greater than 90%. • Dripline radius is the distance from the trunk to a point on the ground immediately below the outermost branch tip. Page 3 of 4 '-'Apri1.2, 1998 Mountain Haus Project REMOVAL/RELOCATION ALTERNATIVES. Virtually, any size tree(even three foot diameter trees) can be successfully relocated given that certain criteria are met. The prospect of tree relocation on this project must consider the following issues. a) Inadeouate tree health and vigor: Much like being "admitted to surgery", a tree should be in a good -state of health before the expenditure of transplanting should be considered. If a tree does not meet an acceptable level of health and vigor before enduring major root loss from a relocation operation; the expenditure is not justified. Tree #4 falls in this category. b) Structural defects: Large trees with physical/biological defects such as cankers, trunk decay, — root decay, or a root bound condition often have compromised structural integrity, particularly when relocated. Trees #6 and 7 fall in this category. c) .Digging restrictions: Obtaining an adequate root ball can be impracticable due to close proximity to buildings, hardscapes, or large submerged rocks. Tree #5 falls in this category. d) . Damage to residual trees: The process of digging the root ball of one large tree which is " nestled amongst several closely spaced trees can cause irreparable damage to residual trees. Tree #8 falls in this category. - e) Budget restraints: Locally available 90" tree spades are capable of moving a root ball up to. 85 at a cost range from $400.00 to $700.00 per tree. This size spade is capable of moving up to an 8"Dbh tree comfortably(these size limitations reflect tree biology rather than machine capability restrictions). Trees greater than 8" Dbh can be candidates for relocation by round . balling/boxing. This method starts at approximately $8000.00. The preferred alternative is to remove(saw down) trees #4, #5, #6, #7, and #8. The cost estimate to remove these five trees, leaving only a short stump, is $750.00. TREE PRESERVATION GUIDELINES Every residual tree on this site will inevitably incur some degree of root loss. The objectives are to minimize physical root loss, prevent damage to the residual root zone, maintain tree health and vigor through injection of soil bio -stimulants, and monitor water requirements. The following list provides specific details. • L. .O. D. (limit of disturbance): 1. The 3/9/98 Pricing Set shows the new wall edge to be 4.5' from the center of tree #3(equivalent to a distance of 4' from the wall edge'to the root collar). This .is only acceptable if the edge of the wall is the actual L.O.D. Since it is likely that workers will need at least I' of working room beyond the wall edge, I would prefer the wall location be redesigned to accommodate an actual L.O.D. no closer than 4' from the. -root-collar. ti 2:I:woul _also"prefer the. wall to the westoftree # 11.be'moved 3' further to the west to mitigate root disturbance: Fencing: Two sections of 5' tall metal of plastic mesh fences should be installed. The first will start at the west edge of tree # l and extend along the northwest driplines of trees #2 and #3, and end flush with the building. The second fence will start at the south edge of the water, feature, extend along the southwest driplines of trees #11, # 10, and #9, and end flush with the building. • Excavation: When removing topsoil, all excavation cuts should be made radially away from the trunk. This procedure positions. the operator directly facing the trunk when the shove] severs roots;,at.the L.O.D.: All exposed roots then need to be root pruned. All storage (even temporarily) of excess dirt within tree driplines should be strictly prohibited. Contractor needs to give Consulting Arborist three days advance notice so that he can be to present to monitor digging operation and perform root pruning. April 2, 1998 - ".: Mountain House Project GLOSSARY'OF TERMS Bio -stimulants - Organically based nutrients(such as humates, hormones, vitamins, etc.) which enhance tree health. Cambium A layer of cells between the inner bark and the wood which are responsible for generating increase in branch, -trunk or root girth girth.. . Canker- A necrotic lesion with a definite border. The dead and sometimes decayed tissue in the lesion can produce a weak spot, predisposing the tree to.failure. Clinometer - A hand held instrument which relies upon trigonometry to produce a reading of angles or heights. Dbh- Diameter at a breast height of 4.5' above ground. This is a common forestry term which is used for reference to the size of a tree. Dripline radius - The distance from the trunk to a point on the ground immediately below the outermost branch. Hardscape- A manmade structure such as a wall, sidewalk, -etc. Root ball - A containment of roots and surrounding soil. Round balling/boxing- Methods used, to secure and stabilize the root ball for transit in tree transplanting operations. Although this method can be used on any size tree, in this region it is usually reserved for trees W hich are inaccessible_ to a mechanical tree spade or biologically require a larger root ball than the machine is capable, . Root bound- ^ A situation which exists when roots have insufficient soil in which to radiate in a natural pattern. - The point at which the -trunk flares to become to start a root. Root zone . ' An expansive_ area of soil in which roots from a single tree can be found. Tree spade - A hydraulic machine with " banana peel" type shovels which lift the tree and root ball as one unit. Viable- Stgmficant Capable; of living and providing a positive contribution to the landscape. muuim Tim Wo* Z, P.O. t3o;C606 VW 0081658 (970)8458.375 (r - `\;\'`'\ III F 2 4-0 HTN HAUS To _ REMOVE (1) 5PRLGE MTN HAUS To REMOVE (2) ASPEN TREES GO =-Ywl1 E TRE55 I � MOUNTAIN HAUS ml PROPMT"r LINE j-1. 4' ---------- 1,4 Page 4 of 4 April 2, 1998 Mountain Haus Project SUMMARY Removal(saw down) is the preferred alternative for 5 of the 12 trees addressed in this report. Details of tree sizes, condition, and rational are detailed in the text. Also in the text. are guidelines for preserving the residual trees on; this site. I look forward to a continuation of this initial assignment. Should you have any questions about this report, don't hesitate to call. Sincerely, Mark Stelle, Certified Arborist Enclosures: Glossary of Terms Amended 3/9/98 Pricing Set Proposal for further services 8. A request for a worksession to discuss a proposed west entry remodel to the Mountain Haus, located at 292 East Meadow Drive/Part of Tract B, Vail Village 1st. Applicant: Mountain Haus Condominium Association Planner: George Ruther George Ruther gave an overview of the staff memo. i! Greg Moffet asked for any applicant input. Stephanie Lord, representing the applicant, said the west entry solution was being worked out in conjunction with.the Town's redevelopment of Slifer Plaza. Greg Moffet asked for any public input. There was none. John Schofield said the Town Council would see this. Greg Amsden had no comments. Galen Aasland stated that this was a long-standing problem, but if someone built a building next to this we could not approve the same request. Diane Golden had no additional comments Greg Moffet agreed with Galen. John Schofield asked if Todd Oppenheimer had anything to do with the tree preservation plan. Greg Barrie, a landscape architect with the Town of Vail, said he had been working with the Mountain Haus and was trying to put together a comprehensive design with the Slifer Plaza Master Plan and said that the Mountain Haus improvements complimented the master plan. Stephanie Lord said they wanted to save the north tree, but in reality can't, but would put in some ornamental trees, such as crabapple, to bring some human scale into the entry way. Diane Golden asked if they really thought out the crabapple tree idea, as it might be a mess with the children playing in the fountain. Galen Aasland agreed with Diane Golden. Stephanie Lord said they could use another kind of ornamental tree. John Schofield said that Clark Brittain, from the DRB, disagreed with the loss of the 3 large trees. Greg Amsden had no additional comments. George Ruther said the applicant should have a foot -to -foot mitigation plan. Greg Amsden stated they didn't have the ground to do that. Planning and Environmental Commission Minutes March 23, 1998 12 Lynn Fritzlen stated the applicant wanted to work in conjunction with the Town. George Ruther said there was no way to plant trees on the Mountain Haus property, but other opportunities existed. Galen Aasland said the 3 large aspens taken out needed a foot per foot equitable arrangement. Greg Moffet said he wanted a mitigation plan and hated to see large evergreen trees taken out, as it was too urbanizing. He stated he wanted to see the location of the mitigation as prominent as it was now. Greg Barrie said the Town was starting construction on the plaza in early May. Lynn Fritzlen stated they needed to get going in early May, but we need to finalize our plan when the Town finalizes their plan. Galen Aasland said we needed a commitment from you as to what was being removed. - George Ruther said it was important to the Town Council to understand what the benefits to the Town would be, since the entry was on Town of Vail property. He said we would put together an easement agreement. Lynn Fritzlen said the benefit would be to enhance the restaurant downstairs which would be separated from the main hotel. She said the new improvements would solve some mechanical problems they had and would cut down on odors. Greg Moffet suggested it would be a good space for outdoor dining. Lynn Fritzlen said we had originally thought of a sunken plaza, but the noise might be a factor. She said a benefit to the Town would be that the security problems with the open door to the hotel from the past would no longer be a problem and therefore, the police would be there less. Greg Amsden said we needed to preserve the restaurant space we already have in this Town. Greg Moffet was in agreement with Greg Amsden. George Ruther stated that the applicant would need a site coverage variance and setback variance and would like to do a PEC straw poll on the proposed mitigation and design. The PEC was in favor of this request by a straw poll of 5-0. 9. A request for additional GRFA utilizing the 250 ordinance, to allow for a remodel, located at 1998 Sunburst Drive/Lot 19, Vail Valley 3rd Filing. Applicant: Nate Accardo, represented by Dale Smith, Fritzlen, Pierce Briner Architects Planner: George Ruther WITHDRAWN Planning and Environmental Commission Minutes 13 March 23, 1998 Project Name: Project Description: Participants: Design Review Board ACTION FORM Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 tel: 970.479.2139 fax: 970.479.2452 web: www.ci.vail.co.us DRB Number: DRB050343 FINAL APPROVAL FOR AN ENTRANCE AWNING AND LANDSCAPE PLAN OWNER JOSEPH SHANNON LLC 07/15/2005 PO BOX 3462 VAIL CO 81658 APPLICANT PAUL SMITH CONSTRUCTION P.O. BOX 3462 VAIL CO 81658 License: 151-A CONTRACTOR PAUL SMITH CONSTRUCTION P.O. BOX 3462 VAIL CO 81658 License: 151-A Project Address: 292 E MEADOW DR VAIL MOUNTAIN HAUS CONDOS 07/15/2005 Phone: 970-904-0444 07/15/2005 Phone: 970-904-0444 Location: Legal Description: Lot: Tr B Block: Subdivision: Vail Village Filing 1 Parcel Number: 2101-082-2800-1 Comments: BOARD/STAFF ACTION Motion By: Action: WITHDRWN Second By: Vote: Date of Approval: Conditions: Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 DRB approval shall not become valid for 20 days following the date of approval. Cond: 202 Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Planner: Warren Campbell DRB Fee Paid: $250.00 MOM Department of Community Development 75 South Frontage Road Vail, Colorado 81657 970-479-2138 FAX 970-479-2452 www vailgoucom Joseph Shannon LLC PO Box 3462 Vail, CO 81658 Re: Mtn. Haus Condominiums proposal for a new awning on the west elevation Mr. Shannon, July 25, 2005 This letter is being sent to summarize my findings regarding your Design Review application (DRB05- 0343) submittal to construct a new awning and make landscaping changes to the west elevation of the Mountain Haus. After reading through your application I performed a search of our records and indeed found there was approval by the Town Council to proceed through the development review process for improvements located within the Town right-of-way granted on July 14, 1998, approval for setback and site coverage variances by the Planning and Environmental Commission on August 10, 1998, and Design Review Board approval granted on September 2, 1998. All of the approvals identified above have sense expired and in order to perform the improvements contained within your current Design Review application you must return through the Town of Vail development review process, which includes Town Council approval of improvements within Town right-of-way, Planning and Environmental Commission approval of setback and site coverage variances, and Design Review Board approval. In order to proceed please submit a request to be heard on a Town Council agenda to present your proposal. If approval is granted to proceed through the process you will need to submit a variance application. At this juncture I am withdrawing your current Design Review application (DRB05-0343) as it cannot proceed until the two steps identified earlier in this paragraph have been addressed. You may resubmit this application after you have returned successfully through the Town Council and Planning and Environmental Commission review process. I have included with this letter you application materials and some of the history from the Town's file regarding your previous application. If you decide not to proceed forward please contact me regarding a possible refund of your application fee. Please review these comments and if you have any questions regarding this letter please contact me at 970-479-2148. ith regards, 1 r' n4 v� 1 � Warren Campbell Senior Planner Cc: File Paul Smith RECYCLED PAPER Minor Exterior Alterations Application for Design Review �. Department of Community Development TOWN 0VAIL 75 South Frontage Road, Vail, Colorado 81657 tel: 970.479.2128 fax: 970.479.2452 web: www.vailgov.com General Information: All projects requiring design review must receive approval prior to submitting a building permit application. Please refer to the submittal requirements for the particular approval that is requested. An application for Design Review cannot be accepted until all required information is received by the Community Development Department. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval lapses unless a building permit is issued and construction commences within one year of the approval. Description of the Request: C nhR an r -P Ct win i n b -t- L a hcl C ci 4) t L,,ri Location of the Proposal: Lot: Block: Subdivision: An + a tl_C Physical Address: Q q a G. M i2 '4-10 f fb n i HQ u � cA c Parcel No.: .4 10 10 ga'a.96o i (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) Zoning: Name(s) of Owner(s): e 5 e �i S� �.�„n r� �n t-(- Mailing Address: 3 l i g 1, �� a - i� t6*^ 5 W Phone: ` 70 9 S /4, Owner(s) Signature(s): Name of Applicant: 1"Ci ( rh + Lc Mailing Address: ( (n Phone: Q 7D 3 31 3 6' / 6 E-mail Address: Fax: q2 n F 2 5 ©'27 So Type of Review and Fee: ❑ Signs ❑ Conceptual Review ❑ New Construction ❑ Addition Minor Alteration (multi-family/commercial) ❑ Minor Alteration (single-family/duplex) ❑ Changes to Approved Plans ❑ Separation Request $50 Plus $1.00 per square foot of total sign area. No Fee $650 For construction of a new building or demo/rebuild. $300 For an addition where square footage is added to any residential or commercial building (includes 250 additions & interior conversions). $250 For minor changes to buildings and site improvements, such as, re -roofing, painting, window additions, landscaping, fences and retaining walls, etc. $20 For minor changes to buildings and site improvements, such as, re -roofing, painting, window additions, landscaping, fences and retaining walls, etc. $20 For revisions to plans already approved by Planning Staff or the Design Review Board. No Fee For Office Use Only:— M M6 (,` �y�Q Fee Paid: f� lCheck No.: By:_ _ Meeting Date: " � DRB No.: Planner: -- - Project No.: i L ' 0-2,qcf TOWNT OF VAIL, COLORADO Statement Statement Number: R050001075 Amount: $250.00 07/15/200511:01 AM Payment Method: Check Init: JS Notation: 1128/JOSEPH SHANNON ------------------------------------------------------------------------------ Permit No: DRB050343 Type: DRB -Minor A1t,Comm/Multi Parcel No: 2101-082-2800-1 Site Address: 292. E MEADOW DR VAIL Location: MOUNTAIN HAUS CONDOS Total Fees: $250.00 This Payment: $250.00 Total ALL Pmts: $250.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------------------------------------------------- DR 00100003112200 DESIGN REVIEW FEES 250.00 N TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT MF BUILD PERMIT Permit #: B03-0327 Job Address.: 292 E MEADOW DR VAIL Status.....: ISSUED Location......: 292 E MEADOW DR Applied...: 10/16/2003 Parcel No....: 210108228000 Issued ...: 10/28/2003 Project No...: Expires...: 04/25/2004 OWNER MOUNTAIN HAUS CONDO ASSOC 10/16/2003 Phone: 476-2434 292 E. MEADOW DR VAIL CO 81657 License: CONTRACTOR Alpine Construction And P.O. Box 8337 Avon, CO 4923 Lake Creek Village Edwards, CO 81620 License: 705-B APPLICANT Alpine Construction And P.O. Box 8337 Avon, CO 4923 Lake Creek Village Edwards, CO 81620 License: Remo10/16/2003 Phone: Drive Remo10/16/2003 Phone: 970-926-2048 Drive Desciption: ADD DOOR IN CONCRETE WALL,RELOCTE INTERNAL WALL Occupancy Type Construction Type Occupancy R1 Multi -Family II -FR Valuation: $4,000.00 Add Sq Ft: 0 Fireplace Information: Restricted: Y # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 ****ss**s**s**s****s*s***s*s*s*s*s*s*s**#**************************** FEE SUMMARYs************************s*s*******#****s*f*s*#*******s**s#* Building ------ > $97.25 Restuarant Plan Review--> $0.00 Total Calculated Fees--> $163.46 Plan Check --- > $63.21 DRB Fee ------------------- > $0.00 Additional Fees--------> $0.00 Investigation-> $0.00 Recreation Fee--------------> $0.00 Total Permit Fee--------> $163.46 Will Call-----> $3.00 Clean-up Deposit ---------- > $0.00 Payments ----------------- —> $163.46 TOTAL FEES ------------- > $163.46 BALANCE DUE--------> $0.00 Approvals: Item: 05100 BUILDING DEPARTMENT 10/27/2003 JRM Action: AP Item: 05400 PLANNING DEPARTMENT Item: 05600 FIRE DEPARTMENT Item: 05500 PUBLIC WORKS PAGE 2 CONDITIONS OF APPROVAL Permit #: 1303-0327 as of 10-28-2003 Status: ISSUED Permit Type: ADD/ALT MF BUILD PERMIT Applicant: Alpine Construction And Remodeling, Inc. 970-926-2048 Job Address: 292 E MEADOW DR VAIL Location: 292 E MEADOW DR Parcel No: 210108228000 Description: ADD DOOR IN CONCRETE WALL,RELOCTE INTERNAL WALL Conditions: Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 14 (BLDG.): ALL PENETRATIONS IN WALLS,CEILINGS,AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. Cond: 16 (BLDG.): SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND EVERY STORY AS PER SEC.310.9.1 OF THE 1997 UBC. Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Applied: 10/16/2003 Issued: 10/28/2003 To Expire: 04/25/2004 See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the tow s zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable hereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCA BY TEL HONE AT 47 -2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. SIGNATUREjOF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF `% I APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UN Project #: 1!n— 6 -IN ding P it #: pections) 14 TOWN nF PAIL`� ILB L N%28970 -4 P ON epar P mits requi d f electric m anical, etc.! 75 S. Frontage Rd. 41111111111111, Vail, Colorado 81657 CONTRACTOR INFORMATION K—Peneral Contractor: Town of Vail Reg. No.: Contact and Phone #'s: 12e -40e. �v� 1 5 - -3 7. .'7 3(o - c� C� •►� Email address: 4LP�rCoN G10NA1yD R�o�uNU �„�sti . co+,-. Contractor Signature: COMPLETE VALUATIONS FOR Rim nING PFRMIT II ahnr R Matarialcl BUILDING: $ �j moo ELECTRICAL: $ IFOTHER: $ PLUMBING: $ MECHANICAL: $ TOTAL: $ /11� For Parc # Contact Eagle County Assessors Office at 370-328-8640 or visit www. ea le -count .corn Parcel # //11 Job Name: I'1T - S'�?�L,�c--� Job Address:cAc�4� Legal Description Lot: Block: Filing: Subdivision: Owners Name: Address: Phone. - hone:Architect/Designer: Arch itect/Desig ne r: Address: Phone: Engineer: Address: [P hone: Detailed description of work: A D� VW?— IN j2E L0L4,,K- i (vT. WiM', %.A— Work Class: New( Addition ( ) Remodel Repair( ) Demo ( ) Other ( ) Work Type: Interior Exterior ( ) Both ( ) Does an EHU exist at this location: Yes ( ) No (�( Type of Bldg.: Single-family ( ) Two-family ( ) Multi -family (4 Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No/Type of Fireplaces Existing: Gas Appliances Gas Los Wood/Pellet Wood Burning ",JAL-- FNo/Type of Fireplaces Proposed: Gas Appliances :Gas Los Wood/Pellet Wood Burning NOT ALLOWED Does a Fire Alarm Exist: Yes No( ) Does a Fire Sprinkler System Exist: Yes ( ) No( ) OFFICE USE ONLY********************************** Other Fees: Type of Construction: Accepted B DRB Fees: Occupancy Group: Planner Si n- ff: Public Way Permit Fee: Date Received: \\Vail\data\cdev\FORMS\PERMITS\BLDGPERM.DOC 07/26/2002 Questions? Call the Building Team at 479-2325 TOG'VIN' OF VA1L Building Permit Submittal Checklist Department of Community Development Project Name: HI_. Project Address: Z')4 C r-tc oma. n�z. ✓ This Checklist must be completed before a Building Permit application is accepted. ❑ All pages of application is complete ❑ Has DRB approval obtained (if required) Provide a copy of approval form ❑ Condominium Association letter of approval attached if project is a Multi -Family complex ❑ Complete site plan submitted ❑ Public Way Permit application included if applicable (refer to Public Works checklist) ❑ Staging plan included (refer to Public Works checklist) No dumpster,parking or material storage allowed on roadways and shoulders without written approval ❑ Asbestos test and results submitted if demolition is occurring ❑ Architect stamp and signature (All Commercial and Multi family) ❑ Full floor plans including building sections and elevations(5 sets of plans for Multi -Family and Commercial Buildings) ❑ Window and door schedule ❑ Full structural plans, including design criteria (i.e.loads) ❑ Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family) ❑ Soils Report must be submitted prior to footing inspection ❑ Fire resistive assemblies specified and penetrations indicated ❑ Smoke detectors shown on plans ❑ Types and quantity of fireplaces shown 1 1 Applicant's Signature: Date of submittal: Received By: I \\Vail\data\cdev\FORMS\PERMITS\BLDGPER M. DOC 04/02/2003 TOWN BUILDING PERMIT ISSUANCE TIME FRAME If this permit requires a Town of Vail Fire Department Approval, Engineer's (Public Works) review and approval, a Planning Department review or Health Department review, and a review by the Building Department, the estimated time for a total review will take as long as three (3) weeks. All commercial (large or small) and all multi -family permits will have to follow the above mentioned maximum requirements. Residential and small projects should take a lesser amount of time. However, if residential or smaller projects impact the various above mentioned departments with regard to necessary review, these projects may also take three (3) weeks to review and approve. Every attempt will be made by this department to expedite this permit as soon as possible. I, the undersigned, understand the plan check procedure and time frame. I also understand that if the permit is not picked up by the expiration date, that I must still pay the plan check fee and that if I fail to do so it may affect future permits that I apply for. Agreed to by:kE., Print name I Signature Project Name: I r. "i�t2s - STorrrrac.� Date: )O 114 IZ� F:everyone/forms/bldperm 3 OCT 16 20103 2:36PM HP LASERJET 3200 1 KRMCONSULTANTS, INC. (970) 949-9391 P.O�OX 4572 (FAX) 949-1577 VAI COLORADO 51658 1 rl DATE: 10/16/2003 FAIT 0: 1. N ME: Doris Flores CMPANY: Town of Vail FA : 479-2452 2. NAME: Ken Pearson C MPANY: Alpine Construction F 926-2048 JOB NUMBER: 0310-20 PROJECT: Mountain Haus Storage Door 3. 7AW4 �)ti hail COMPANY.• h , FAX.- DOPY 4. NAME: COMPANY. FAX.• WE T ANSMIT HEREWITH THE FOLLOWING ITEMS (IN ADDITION TO THIS TRANSMITTAL): # PA ES: DESCRIPTION: 1 record 1 I REMARKS: Please let me know if you need an original stamped and signed copy, and I will mail it to you. 1 SIG D: Kimberly McGhee P.1 OCT 16 2003 2:36PM HP LASERJET 3200 KRMCONSULTANTS, INC. (970) 949-9391 P.O. BOX 4572 (FAX) 949-1577 V�IL, COLORADO 81658 l I � RECORD DATE: 1 10/16/2003 JOB NUMBER: 0310-20 ` PROJECT. Moun�aivt t4ous C04-vra�e t>oov' ❑ RFI ❑ MEETING NOTES ® RESPONSE ❑ CLARIFICATION/CHANGE ' I have reviewed the existing structural drawings for the area below the west entry hall where a new door opening iq.to be cut into the existing masonry wall. The door opening is proposed to be 40" wide x 83" tall and is to be located in the south wall of the lower level hallway, approximately 30' from the west entry door. According to the existing construction documents, the wall is 8 masonry with grouted and reinforced vertical cells every 48" on center. If possible within the space available, the 48" grouted cells should be located and the door should be placed between them, without disturbing them. Because the only load this wall supports is the hallway slabs, no steel lintel is required over the opening if the reinforced and grouted vertical cells are not disturbed. If this can not be accomplished, then the opening needs a steel lintel consisting of a pair of L4x4x1/4 angles to span across the opening and bear 3" minimum on each end. SIGNED: 0 RFQ�Bt COPY TO: � Alpine Construction Ki berly R,10cG , PE, CCE S Z918o Town of Vail 01VolO REVIEWED: ' x.0"6464 ``t► NAL E�6 I p.2 -CI's t)r'.t() CayVG,Z;"w-- Co -3c. l ZK 'il�zQ1N(.a /jEw 2? -,-i\ s-ry a Wim u- w iib✓ H—rA4 S ST"E C10 6,r --sr Act ss� r- Vol- I Ld C��S v MtN — Sei taca-'�S SCLC: = ti'21, _ f 0 Co,i 2 T� J C. TgiS� ALL C'C3T�A P coNc-:e, "T-z— �iZAr�t�t7 Ora 8� s�� s oF7 t CL,,. w Titi'r � 'SJr N CO►"(�1aXi - _'�+ " ;a' . paw (� o o • : c+ rJ '" C -n. • ,G� O - SCALA 112 " � I ' U" OCT, 15. 2003 9:10AM AMERICAN GYPSUM N0. 132 P. 1 AMERICAN GYPSUM Date October 15, 2003 Ken Pearson, Alpine Construction & Remodeling RE: American Gypsum Company's Product Line Contains No Asbestos To Whom It May Concern-. American Gypsum Company, a leading manufacturer of gypsum wallboard, is the company preferred by professionals in providing the industry's highest quality wallboard products. American Gypsum has been manufacturing, selling, and distributing wallboard products for over 40 years. From the initial start-up of the American Gypsum manufacturing facilities to the current date, no asbestos has never been used or added to any American Gypsum wallboard products; in addition, there are no considerations being planned for the use of asbestos for the future. American Gypsum Company wallboard products are exclusively manufactured at our four (4) manufacturing locations: (1) Albuquerque, NM (2) Bernalillo, NM, (3) Gypsum, CO, and (4) Duke, OK. By selecting your gypsum wallboard requirements from the American Gypsum wallboard product line you can be confident of receiving the highest quality building products backed by a strong service oriented company Respectfully, M_" Steve Wentz PI Plant Manager — Eagle Plant American Gypsum PO Box 980 Gypsum, CO 81637 11-14-2003 inspection Request Reporting Page 27 8:59 am _ _ Y�L• Requested Inspect Date. Friday, November 14, 2003 inspection Area. JRM Site Address: 292 E MEADOW DR PAIL 292 E MEADOW DR AIP/D Information Activity: 803-0327 Type: A -MF Sub-- AtuiF Status: ISSUED Const Type: occulty. �-- insp Area: JRM Owner: MOUNTAIN HAUS CONDO ASSOC Phone: 476-2434 Cor*actor: Alpine Phone: 970-926-2048 Construction And RemodeltnCorMructlon And n9, Inc. Description: ADD DOUR IN CONCRETE WALT_ TtELOCTE INTERNAL. WALL Comment: ROUTED TO JR - DFL.ORES Reauested Inscection[s Item: 90 BLDG -Final Requested Time: 08:00 AM Requestor: Alpine Construction And Remocieling, Inc. Phone: 376-7364 Comments: will call 376-7364 Assigned To. JMONDRAGON EnU"vd By: DGOLDEN K Action: Tiff* Exp: Inspection History Item: 226 FIRE DEPT. NOTIFICATION Item: '10 BLDG -For /Steel Item: 20 BLDG -Fou ftVSteel Rem: 30 BLDG -Framing " Apfxoved 10/31/03 Inspector: JR Item: 50 BLDG-Insufatlon Item: 60 BLDG-Sheetrock Nail " Approved " 11/03/03 Inspector: C:.DA11IS Item: 70 BLDG-Misc. Item: so BLDG-Flnei Rem: 21 PLAN -ILC Poundation Pian Item: 22 PLAN -ILL: Site Plan Activo: AP APPROVED Action: AP APPF REPT131 Run Id: 1429 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M03-0070 Job Address: 292 E MEADOW DR VAIL Status ...: ISSUED Location.....: 292 e meadow dr Applied..: 06/05/2003 Parcel No...: 210108228000 Issued . .: 06/05/2003 Project No Expires . .: 12/02/2003 OWNER MOUNTAIN HAUS CONDO ASSOC 292 E. MEADOW DR VAIL CO 81657 License: CONTRACTOR R & H MECHANICAL LLC 1047 CHERRYVALE ROAD BOULDER, CO 80303 License: 184-M APPLICANT R & H MECHANICAL LLC 1047 CHERRYVALE ROAD BOULDER, CO 80303 License: 184-M 06/05/2003 Phone: 476-2434 06/05/2003 Phone: 303-543-9894 06/05/2003 Phone: 303-543-9894 Desciption: lax tubing for snowmelt above parking this does include the boiler for the snowmelt Valuation: $6,500.00 Fireplace Information: Restricted: Y # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 *s*s***s**s****s***s*ss*****s**ss*s*s*s*s*****s****s*********ss***sss FEE SUMMARY **s**s**s*s*s*s**ss*sss***sss**s****s**ss*s*****s*****ss**** Mechanical—> $140.00 Restuarant Plan Review—> $0.00 Total Calculated Fees—> $178.00 Plan Check—> $35.00 DRB Fee— ----> $0.00 Additional Fees —> $0.00 Investigation-> $0.00 TOTAL FEES-- > $178.00 Total Permit Fee > $178.00 Will Call-----> $3.00 Payments--- -> $178.00 BALANCE DUE--> $0.00 **ssss*s*sss**s***s*s**sssssss*sss*s*s**ss*********s**ssss*sss*ss****s*******s*s*s*sss*****sss***sss*s*s*******s*s*ssss*s****s*sss*s******s***sss Item: 05100 BUILDING DEPARTMENT 06/05/2003 df Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 (BLDG.): COMBUSTION AIR IS REQUIRED PER SEC. 701 OF THE 1997 UMC, OR SECTION 701 OF THE 1997 IMC. Cond: 23 (BLDG.): INSTALLATION MUST CONFORM TO MANUFACTURES INSTRUCTIONS AND TO CHAPTER 10 OF THE 1997 UMC, CHAPTER 10 OF THE 1997 IMC. Cond: 25 (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 8 AND SHALL TERMINATE AS SPECIFIED IN SEC.806 OF THE 1997 UMC, OR CHAPTER 8 OF THE 1997 IMC. Cond: 29 (BLDG.): ACCESS TO HEATING EQUIPMENT MUST COMPLY WITH CHAPTER 3 AND SEC.1017 OF THE 1997 UMC AND CHAPTER 3 OF THE 1997 IMC. Cond: 31 (BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 (BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR TO AN INSPECTION REQUEST. Cond: 30 (BLDG.): DRAINAGE OF MECHANICAL ROOMS CONTAINING HEATING OR HOT-WATER SUPPLY BOILERS SHALL BE EQUIPPED WITH A FLOOR DRAIN PER SEC. 1022 OF THE 1997 UMC, OR SECTION 1004.6 OF THE 1997 IMC. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS INDVA i ^ CCE BY TE�}ION T -AI49 UR OFFICE FROM 8:00 AM - 4 PM. ''// \ FOR HIMSELF AND OWNEF TOWN OF VAIL, COLORADOCopy Reprinted on 06-05-2003 at 15:47:50 06'0-5;'2003 Statement Statement Number: R030004112 Amount: $178.00 06/05/200303:47 PM Payment Method: Check Init: KF Notation: ----------------------------------------------------------------------------- Permit No: M03-0070 Type: MECHANICAL PERMIT Parcel No: 210108228000 Site Address: 292 E MEADOW DR VAIL Location: 292 e meadow dr Total Fees: $178.00 This Payment: $178.00 Total ALL Pmts: $178.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- MP 00100003111300 ------------------------------ MECHANICAL PERMIT FEES ------------ 140.00 PF 00100003112300 PLAN CHECK FEES 35.00 WC 00100003112800 ----------------------------------------------------------------------------- WILL CALL INSPECTION FEE 3.00 Jun 05 03 06:46a ' AP T 7VA TOWN OT 75 S. Frontage Rd. Vail, Colorado 81657 BE IF INCOMPLETE OR UNSIGNED Project #: Building Permit #: Mechanical Permit #: 970-479-2149 (Inspections) OF LIL MECHANICAL PERMIT APPLICATION Permit will not be accepted without the following: p.2 COMPLETE VALUATION FOR MECHANICAL PERMIT Labor & Materials MECHANICAL: $ Contact Eao% Countv Assessors Office at 970-328-8640 or visit wwiv. eagle -county. com for Parcel # Parcel # Job Name: Job Address: Legal Description Lot: Block: Filing: Subdivision: Owners Name: Address: Phone: Engineer: Address: Phone: Detailed description of work: Work Class: New( } Ac&bn( ) Alteration ( ) Rep r (• Other Boiler Location: Interior ( ) Exterior ( ) Other ( ) Does an EHU exist at this location: Yes( } No( } Type of Bldg: Singie-family ( ) Duplex( ) Multi -family Commercial( ) Restaurant( ) Other ( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No/Type of Fireplaces Existing: Gas Appliances Gas Los Wood/Pellet Wood Burnin NofType of Fireplaces Proposed: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWFD) Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No( ) ************************FOR OFFICE USE ONLY**************************** Other Fees: Planner Sign -off: Accepted BY: DRB Fees: I Date Received: \\VailWala\cdcv\F0KMSTI: RMI'rS\MECHPERM. DOC 07/26/2002 4-- Jun 05 03 06:46a . Mrs LLC P.O. Box 3780 825 CHAMBERS AVE. EAGLE, CO 81631 PHONE 970-328-2699 FAX 328-0234 TO: : �+— �' f O 111 Nr_ Company: Dale: L q 16 j Pll(llll: Pages: Fax : � 'a i f Re: Comments: P 1 09-05-2003 Inspecdon Request Rng Page 18 6:53 am yA(�'co-TowN Requested Inspect Date: Friday, September 05, 2003 Insp�c�ort Ar+sa: Sine Aridness: 292 E MEADOW DR VAIL 292 a meadow dr AJPID Informatt�n C Avlty M03.0070upTaypyQ: B�NIECH Sub Tjpf: AGOM 1 Snspte; ISSUED gd ON oW N : MOUNTAIN HAUS CONDO AS X uPhonaBe: 476.2434 qmphR & H MECHANICAL. LLC Phone: 303-543-9894 C*k : R & H MECHANICAi. LLC Phone: 303-543-9894 Dewripliort: In tubing for snowmalt above perldw this does Inc As the boiler for the snowmen Comm*nt: routed to grog for revbwlappr&W - EFLORES Requested Insaectiontsl Item: 390 MECHAnal µdr: ied To: Action: R & H MEC LL ODENCKLA �( Insaloon Hlst_ory � `5 Item: 200 MECH-Rough Sem: 310 MECH-Healing C 06/11/03 Comments: Rem: p" 315 PLMS-Gss Pbing Rsem: Rem: 320 MECH-Exhaust 330 MECH-Supply Alr Item: 340 MECH-Mist. Rem: 390 MI ECH-Final Time Exp: r: c;"AAPPrv#vd Action: AP APPROVED lines north sidemilt 909 alrMst r: JRM Action: AP APPROVED /ED ENTRANCE SNOWMELT AT 9W AIR TEST. ESSAGE FOR LEN.S. ON HEAT IN TOV ROW. -�g3.51i8" Requested Time: 05:00 AM 2999 aegis olk E W. D LDEN KK A A'" -W Ai -1 t i REPT131 Run Id: 1280 5j q z Design Review Board ACTION FORM j i Department of Community Development TOWN OF VAIL 75 South Frontage Road, Vail, Colorado 81657 tel: 970.479.2139 fax: 970.479.2452 web: www.ci.vail.co.us Project Name: Mountain Haus Signage DRB Number: DRB030055 Project Description: 5-plex hanging sign for the 5 businesses w/in the Mountain Haus. Participants: OWNER MOUNTAIN HAUS CONDO ASSOC 292 E. MEADOW DR VAIL CO 81657 License: APPLICANT MOUNTAIN HAUS CONDO ASSOC 292 E. MEADOW DR VAIL CO Steve Hawkins, GM Steveh@mountainhaus.com 81657 License: Project Address: 292 E MEADOW DR VAIL Legal Description: Lot: Block: Subdivision: Parcel Number: 210108228000 Comments: 3 sq ft per business + menu/display 03/13/2003 Phone: 476-2434 03/13/2003 Phone: 476-2434 Location: 292 E. Meadow Drive BOARD/STAFF ACTION Motion By: Margaret Rogers Action: APPROVED Second By: Hans Woldrich Vote: 5-0 Date of Approval: 04/02/2003 Conditions: Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: CON0005768 Colors of signage and frame to be of neutral, eathtone colors & approved by staff. Planner: Matt Gennett DRB Fee Paid: $73.00 1 Application for Design Review Department of Community Development TO(�T{� 1 i 75 South Frontage Road, Vail, Colorado 81657 IAN OF 4,AILI tel: 970.479.2139 fax: 970.479.2452 web: www.ci.vail.co.us General Information: All projects requiring design review must receive approval prior to submitting a building permit application. Please refer to the submittal requirements for the particular approval that is requested. An application for Design Review cannot be accepted until all required information is received by the Community Development Department. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval lapses unless a building permit is issued and construction commences within one year of the approval. C Description of the Request: PWf4'd a. Location of the Proposal: Lot: Block: Subdivision: n, Subdivision: Physical Address: 212- E • Mr[rrcu�clw W►�V�-� Va& 5th kild / Parcel No.: �l l OQ�2Z$c?� (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) Zoning: Name(s) of Owner(s): IyI uuu. ' 0 i uc.n QIIR/�:Gl� 14$SOG�Q ti'i'� Mailing Address: :W41VQ�� W ✓ Phone: Owner(s) Signature(s):/ Name of Applicant: Mailing Address: Phone: E-mail Address: 2 . Cft Fax: Type of Review and Fee: Signs ❑ Conceptual Review ❑ New Construction ❑ Addition ❑ Minor Alteration (multi-family/commercial) ❑ Minor Alteration (single-family/duplex) ❑ Changes to Approved Plans $50 Plus $1.00 per square foot of total sign area. (q�4) No Fee $650 For construction of a new building or demo/rebuild. $300 For an addition where square footage is added to any residential or commercial building (includes 250 additions & interior conversions). $250 For minor changes to buildings and site improvements, such as, reroofing, painting, window additions, landscaping, fences and retaining walls, etc. $20 For minor changes to buildings and site improvements, such as, reroofing, painting, window additions, landscaping, fences and retaining walls, etc. $20 For revisions to plans already approved fir , lrpir"b or the Design Review Board. �j t G 1 Y c ❑ Separation Request No Fee n 11 2003 For Office Use Only: Fee Paid: Check No.: By: Application Date: DRB No.: 15h -3 Planner: Project No.: 1` 6 VW NOW JOINT PROPERTY OWNER WRITTEN APPROVAL LETTER TO All*VAIL I, (print name) 401011 t*j4MA r of property located at (address/legal description) KawOW DYWK.. VAJ, do 6144 1 provide this letter as written approval of the plans dated which have been submitted to the Town of Vail Community Development Department for the proposed improvements to be completed at the address noted above. I understand that the proposed improvements include: A- "'Sol" DiirQ cavy Si ,,.�` -fur Mow7taw� �.+w••e.�4�a� u,, . I further understand that minor modifications may be made to the plans over the course of the review process to ensure compliance with the Town's applicable codes and regulations. Page 2 of 4/01/10/02 - (Date) %W T01"NOF VAIL SIGN APPLICATION SUBMITTAL REQUIREMENTS General Information This application is for any sign that is located within the Town of Vail. Specific requirements are available from the Department of Community Development. I. SUBMITTAL REQUIREMENTS A. Name of Business: B. Building name and physical address_ C. Written approval from condominium association, landlord, and joint owner, if applicable. D. Type of sign (check all that apply): 01'reestanding Sign E]Wall Sign ng Sign QDisplay Box ❑Daily Special Board >lJoint Directory Sign E]Subdivision Entrance Sign ❑ Building Identification ❑ Mural ❑ Window Sign 0: ❑ Gas Filled/Fiber Optic ❑ Temporary Sign ❑ Other E. Numb o� f Signs proposed: 644' 5%k± - Number of signs existing: F. Sign message: -ANIMA AO'S '17V S 5 G. Sign and lettering dimensions for each proposed sign (attach a colored scaled schematic drawing @ 1/4" = 1'): . H. Length of business frontage: I. Height of sign(s) from grade: 1htOw4 1. Sign Location (attach a site plan and an elevatipq drawirIg or a pho gra h cle rly _ indicating the proposed location of sign(s)): 641 K. Materials and colors of sign (attach samples): L. Sign lighting plan: f�91d". ❑ Indicate type, location and number of fixtures. ❑ Include height above grade, lumens output, luminous area. ❑ Attach a cut sheet for each proposed fixture. M. Drawings showing how and where the sign or awning will attach to the building and how the awning will be constructed. Page 3 of 4/01/10/02 'Sign bracket will be constructed from a combination of aluminum and iron. Colors will be Silver/Gold. The bracket will extend horizontally(approx. 53in_) from the buildings pillar to the edge of the roof line(this is to prevent damage to the sign from falling snow, ice, and other debris). The bracket will extend vertically, 9ft. TC_��� r A T nI /\ fel 1 Tr\ I A K 1T L 0 W Q ~ J m > M Q LL _ W0> O O�� CC O Z a z Q co LU � o a / the \ gcopgc 24'X f NAN f$� � r Quantity of 5 tenant signs, each wi.o a lin. aluminum frame and a sign space of 3 sq. ft. i,� 7-L 9-,:D (L ) ' Main sign for "the george" will be sandblasted cedar/foam, painted and sealed, 4sq.ft., and attached to the sign bracket. 24" x 18" -- (MENU} ! "Menu sign" will have a 1.5in. aluminum border, shatter proof glass, lock, black vinyl background, and illuminated. This sign will be 3sq_ft_ and attached to the sign bracket. the george ' S �� L 2 PEC1ALLl "Special sign" will have a 1 in. aluminum border and a "Dry -Erase" board attached to the sign bracket. 2Nyy� This sign will be 4sq. ft. $24"95 EXISTING SIGN PROPSED "NEW" SIGNAGE ,, ;:. TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT SALES ACTION FORM DATE: .. ACCOi7i:N4. ITEMhi0. COST EA: TOTAL 010000 41330 COM. DEV. APPLICATION FEES 010000 41540 ZONING AND ADDRESS MAPS $5.00 010000 42415 UNIFORM BUILDING CODE $50.00 01 0000 42415 UNIFORM PLUMBING CODE $36.00 010000 42415 UNIFORM MECHANICAL CODE $32.00 010000 42415 UNIFORM FIRE CODE $36.00 010000 42415 NATIONAL ELECTRICAL CODE $30.00 010000 42415 OTHER CODE BOOKS 01 0000 41548 BLUE PRINTS (MYLARS) $7.00 010000 42412 XEROX COPIES / STUDIES $0.25 010000 42371 PENALTY FEES / RE-INSPECTIONS 010000 42322 OFF HOURS INSPECTION FEES 010000 41412 CONTRACTORS LICENSES FEES 01 0000 41330 OTHER FEES 01 0000 41413 SIGN APPLICATION FEE $20.00 �. 010000 COMMENTS: S TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 M �� 970-479-2138 C NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES License: 165-S Desciption: DECONTAMINATE BY WET WIPING AND HEPA VACUUMING ALL SURFACES AND CONTENTS IN THE FRONT LOBBY & ELEVATOR LOBBY Occupancy: Type Construction: Type Occupancy: ?? Valuation: $5,772.00 Add Sq Ft: 0 Fireplace Information: Restricted: # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 ***#*s***s**#**s##**#*#*##*#*#*#**********###****s**********#*s*s#*** FEE SUMMARY*###*#*********#*###****s*s***#*#******s*s#*s#*#*s**s*##**s* Building ------ > $105.00 Restuarant Plan Review--> $0.00 Total Calculated Fees--> $176.25 Plan Check --- > $68.25 DRB Fee ------ —------------ > $0.00 Additional Fees--------> $0.00 Investigation-> $0.00 Recreation Fee —------------ > $0.00 Total Permit Fee--------> $176.25 Will Call-----> $3.00 Clean-up Deposit ---------- > $0.00 Payments ------------ ----> $176.25 TOTAL FEES ------------- > $176.25 BALANCE DUE ----- --> $0.00 Approvals: Item: 05600 FIRE DEPARTMENT 11/08/2002 mvaughan Action: AP Item: 05100 BUILDING DEPARTMENT ########*#*##**##########################################################################################*##*#*#**#*######*###################### See page 2 of this Document for any conditions that may apply to this permit. JV7 DEMO. OF PART/ALL BLDG. Permit #: D02-0066 Job Address: 292 E MEADOW DR VAIL Status . . . : ISSUED Location.......: MTN HAUS LOBBY Applied..: 11/04/2002 Parcel No....: 210108228000 Issued ...: 11/13/2002 Project No. ?? Expires ...: 05/12/2003 OWNER MOUNTAIN HAUS CONDO ASSOC 11/04/2002 Phone: 476-2434 292 E. MEADOW DR VAIL CO 81657 License: CONTRACTOR A & L ABATEMENT 11/04/2002 Phone: 303-475-3576 6732 WEST COALMINE AVE #443 LITTLETON, CO 80123 License: 165-S APPLICANT A & L ABATEMENT 11/04/2002 Phone: 303-475-3576 6732 WEST COALMINE AVE #443 LITTLETON, CO 80123 License: 165-S Desciption: DECONTAMINATE BY WET WIPING AND HEPA VACUUMING ALL SURFACES AND CONTENTS IN THE FRONT LOBBY & ELEVATOR LOBBY Occupancy: Type Construction: Type Occupancy: ?? Valuation: $5,772.00 Add Sq Ft: 0 Fireplace Information: Restricted: # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 ***#*s***s**#**s##**#*#*##*#*#*#**********###****s**********#*s*s#*** FEE SUMMARY*###*#*********#*###****s*s***#*#******s*s#*s#*#*s**s*##**s* Building ------ > $105.00 Restuarant Plan Review--> $0.00 Total Calculated Fees--> $176.25 Plan Check --- > $68.25 DRB Fee ------ —------------ > $0.00 Additional Fees--------> $0.00 Investigation-> $0.00 Recreation Fee —------------ > $0.00 Total Permit Fee--------> $176.25 Will Call-----> $3.00 Clean-up Deposit ---------- > $0.00 Payments ------------ ----> $176.25 TOTAL FEES ------------- > $176.25 BALANCE DUE ----- --> $0.00 Approvals: Item: 05600 FIRE DEPARTMENT 11/08/2002 mvaughan Action: AP Item: 05100 BUILDING DEPARTMENT ########*#*##**##########################################################################################*##*#*#**#*######*###################### See page 2 of this Document for any conditions that may apply to this permit. PAGE 2 CONDITIONS OF APPROVAL Permit #: D02-0066 as of 11-13-2002 Status: ISSUED Permit Type: DEMO. OF PART/ALL BLDG. Applicant: A & L ABATEMENT 303-475-3576 Job Address: 292 E MEADOW DR VAIL Location: MTN HAUS LOBBY Parcel No: 210108228000 Applied: 11/04/2002 Issued: 11/13/2002 To Expire: 05/12/2003 Description: DECONTAMINATE BY WET WIPING AND HEPA VACUUMING ALL SURFACES AND CONTENTS IN THE FRONT LOBBY & ELEVATOR LOBBY Conditions: Cond: 38 (BLDG.): THIS PERMIT IS GOOD FOR ASBESTOS ABATEMENT ONLY. AN ASBESTOS ABATEMENT CERTIFICATE SHOWING THE AREA FREE FROM ASBESTOS IS REQUIRED PRIOR TO ANY FURTHER WORK OCCURING ON THIS SITE. IF FURTHER QUESTIONS ARISE, CONTACT THE VAIL FIRE DEPARTMENT AT 479-2250. Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN NCE BY TEIJAKWE AT 479,2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM ATURE OF OWNER,6R CONTRACTOR FOR HIMSELF AND OWNEF TOWN OF VAIL, COLORADO Statement Statement Number: R000003431 Amount: $176.25 11/13/200210:56 AM Payment Method: Check Init: DDG Notation: A&L Abatement LLC 0834 ----------------------------------------------------------------------------- Permit No: D02-0066 Type: DEMO. OF PART/ALL BLDG. Parcel No: 210108228000 Site Address: 292 E MEADOW DR VAIL Location: MTN HAUS LOBBY Total Fees: $176.25 This Payment: $176.25 Total ALL Pmts: $176.25 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- BP 00100003111100 ------------------------------ BUILDING PERMIT FEES ------------ 105.00 PF 00100003112300 PLAN CHECK FEES 68.25 WC 00100003112800 ----------------------------------------------------------------------------- WILL CALL INSPECTION FEE 3.00 CSC) C� APi"i KATION WILL N47 �E ACCEPTED IF INCOMPLETE OR UNSIGNED Project #: Building Permit #:_ Asbestus Permit #: le TOWN OF '' TOWN OP VAIL ASBESTOS ABATEMENT PERMIT APPLICATION Required per Ordinance No. 19, Series of 1998 75 S, Frontage Rd. Permit application will not be accepted without the following: Vail, Colorado 81557 1. Copus of Genera! Abatement Certificate and State of Co i—ado Certification TVA'L l=1 2. A copy f written arrangements with the facility operators for any temporary disabling of the r hana!ing systems, fire sprinkler system, and alarm systems with the names and contact By: Title: 'hone numbers or thess individuals. APprT Site plan with deu ils addressing; waste container storage vocation. waste load out area k�tation. V�� � L;d entry and exiting details of abatement area. details of entry and exiting plans for the occupants, of the structure in unaffected areas. TM 10MATTIr"M COMPLETE VALUATION FOR ASBESTOS ABATEMENT PERMIT (Labor & Materials) Asbestos Abatement; $,� IM2V- *****.J*****intX,,***4k kiFr******4**6-kk*****FOR oFnce USE ONLY*"" "'"ib'* Nov 26 01 11:43a 1 Fire Dept Vail CO 9479 2176 p.1 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED V`-�C�? -OdZ Project #: Building Permit #: Sprinkler Permit #: A 970-479-2135 (Inspections) MWNO�RE TOWN OF VAIL FIRE SPRINKLER PERMIT APPLICATION Fire Sprinkler shop drawings are required at time of permit submittal and 75 S. Frontage Rd. must include the following. Permit application will not be accepted Vail, Colorado 81657 without this Information: A Colorado Registered Engineer's stamp or N.I.C,E.T. Level III (min) stamp. Equipment cut sheets of materials. Hydraulic calculations. A State of Colorado Plan Registration form. Plans must be submitted by a Registered Fire Protection Contractor. a \o\ouq 0(D01(0 Contact Eagle County Assessors Office at 970-328-8640 or visit www. eagle -county. co.m for Parcel # Parcel # (Required if no bldg. Permit # is provided above) goo Name:Jo 0) aD Ud dress: ) Lt rL _ Legal Description 111 Lot: Block: �ii i'r9: J -- Sabdivis!on: — . arz'eS Address: ane: retailed Loc ion of viork: (i.e., floor, un;t #, bid . #) ,etailed descripticr of work: Wo -k Class: New ( ) Adcition ( } Remoeel ( ) Repair ; petro -fit ( ) Other ! ) r Type of Bldg.: Single-family ( ) Tyro -family ( 1 Multi -family X) Commercial ; ) Restaurant ( ) Other ( ) Nc. of tixisting Dwelling Units in this building: I No. of Accorrmodaton Units in this building: woes a Fire Alarm Exist: Yes ) No( ) Does a sire Sprink►er System Exist: Yes( No COMPLETE VALUATIONS FOR ALARM PERMIT (Labor & Materials) r Fire Sprinkler. $ aUjr-_� ; f'nN-1-PACTOP IIVRnQN1AT1QN Z;re Spr'nkler Contractor: �--� Town of Vail Reg, No.: Contact and Phone #'s: ;. -ortra for 5i nature: ,,FOR OFFICE USE Other Fees: ublic Way Permit F R� r0. Occup cy Group_'70UTED: 02_ d dbhi RECD OCT 2 9 2002 W -A R: HYDRAULIC CALCULATIONS MATERIAL SUBMITTALS Chigas Residence Unit 310 380 E. Lionshead Circle Vail, CO 81658 FIRE SPRINKLER SYSTEM PHOENIX FIRE PROTECTION State License # 02-355 2881 HIGHWAY 92 HOTCHKISS, CO 81419 (970) 472-6174 Town of Veil OFFICE COPY RECD OCT 2 9 2002 HYDRAULIC CALCULATIONS Oct 18 02 10:13a Jessie Reyes 303-933-5904 P.1 Hydraulics Summary Sheet BFPE P.O.BOX 29550 DENVER, CO. 80229 Project Information CHIGAS RESIDENCE 380 E. LIONSHEAD CIRCLE VAIL. COLO UNIT 310 Contract No: 02-D333 Building: RESIDENCE System ID: Model: Ref. Drauinq No: FPI Construction: COMBUSTIBLE Occupancy: RESIDENTIAL Authority: Designer: JR Calc By: JR Data: 10/18/02 System Information System Type: Hydraulics Design Criteria Density: 18 GPM /SgFi Remote Area: 4110S SgFt Sprinkler Coverage: 16x16 SgFt Design Standard: NEPA 13R Hazard: Figure: Curve: Sprinklers / Nozzles Manufacturer: CENTRAL Model: LFII Size: 1 /2 K -Factor: 4.2 Temperature Roting: 155 -� :CQ �n •d 108.47 9�FfSSI0 Spr Req'd Flow: 87.63 GPM I oT�8Iov Hydraulics Information Demand... Spr Req'd Pres: 108.47 PSI Spr Req'd Flow: 87.63 GPM Add1 Flows: 0.00 GPM Hose at Srce: 100.00 GPM Total Flow: I B7.63 GPM Total Pres: 108.47 PSI Static Elev: 0.00 Ft Supply... Water Flow Test Static: 150.00 PSI Residual: 78.00 PSI City Flowing: 1067.00 GPM Elevation: 0.00 Ft Data ---------- Time :_____--_ By: CONTRACTOR Pump Data Rated: (NA) PSINA) GPM Boost Pres: (NA) PSI Dischorao Pres: (NA) PSI Discharge Flow: (NA) GPM Combined 5tatiC: (NA) PSI Residual: (NA) PSI Qty Flowing: (NA) GPM Available... P) 147.11 PSI2 187.63 GPM F) 108.47 PSIG 792.77 GPM Margin... Pressure: 38.65 PSI Flow: 605.14 GPM SiJ�lr-r1c1 Dyr-1amics Corporation © Copyright 1992. Al Wuhts Reserved 7700 Hydraulics Oct 18 02 10:13a Z L� Jessie Retles 303-933-5904 o � o cn a Q l'� OD U) (J) Mo a) .Ell O L N 3 0 a' O �a� 0 N CL CL • 0 v in o ; a `a 0 0 Cm 0 ti 0 �o 0 u� _ v 0 M • n o 0 0 0 0 0o n o n o n o 0 0 0 0 0 0m Cn 0 0 0 lf7 P' C'7 N O O'1 m ti \n U -P M W n \O Ln � 2 (ISd) a�nssa�d Y- 0. a 0 0 0 n O in H a Q a 0 coo 0 aCD00o Q C/) c o N a Q� (n CL W a a a a Lr) cDvo m o o m 1�oo\o r,00% Co o Co r. r. C7 Cl U1 Q in Q 0o a- 0 00 C E o u Q O 07 C N v a) m c L 'o U C1 O O V) u>¢xE p.2 Oct 18 02 10:14a Jessie Rees 303-933-5904 p.3 SUBMITTAL SERIAL NO:2016HY1 CHIGAS RESIDENCE FN: CHIGAS.HYD 380 E. LIONSHEAD CIRCLE FN: CHIGAS.HYD VAIL, COLORADO UNIT 310 FLOW TEST RESULTS Water Supply STATIC 150.00 PSI RESIDUAL 78.00 PSI @ 1067.00 GPM CITY PRESSURE AVAILABLE AT 187.6 GPM 147.11 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE --- ---- ---- -------- -------- 101 26.90 18.00 4.20 41.02 102 24.61 18.00 4.20 34.35 103 18.00 18.00 4.20 18.37 104 18.11 18.00 4.20 18.60 TOTAL WATER REQUIRED FOR SYSTEM 87.63 GPM OUTSIDE HOSE STREAMS AT 0 100.00 GPM TOTAL WATER REQUIREMENT 187.63 GPM PRESSURE REQUIRED AT 0 108.47 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.09 PSI MAXIMUM VELOCITY IN PIPES 22.29 FPS 10-18-2002 PAGE 1 Oct 18 02 10:14a Jessie Reyes 303-933-5904 p.'4 SUBMITTAL SERIAL N0:2016HY1 10-18-2002 PAGE 2 CHIGAS RESIDENCE FN: CHIGAS.HYD 380 E. LIONSHEAD CIRCLE FN: CHIGAS.HYD VAIL, COLORADO UNIT 310 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 24 103 1.055 L 0.50 C=150 PT 18.37 (103) Q 18.00 F=T F 8.00 PE -0.22 DR T 8.50 0.0689 PF 0.59 PT 18.74 ( 24) ------------------ 25 104 1.055 L 0.50 C=150 PT 18.60 (104) Q 18.11 F=T F 8.00 PE -0.22 DR T 8.50 0.0697 PF 0.59 24 25 1.055 L 9.00 C=150 PT 18.97 ( 25) Q 18.11 F=0 F 0.00 PE -0.87 BN T 9.00 0.0697 PF 0.63 23 24DQ 18.00 1.055 L 4.00 C=150 PT 18.73 ( 24) Q 36.11 F=T,E F 11.00 PE -0.43 BN T 15.00 0.2499 PF 3.75 22 23 1.055 L 9.00 C=150 PT 22.05 ( 23) Q 36.11 F=E F 3.00 PE 3.90 BN T 12.00 0.2499 PF 3.00 PT 28.95 ( 22) ------------------ 21 102 1.055 L 2.83 C=150 PT 34.35 (102) Q 24.61 F=0/E F 3.00 PE -0.22 BN T 5.83 0.1230 PF 0.72 PT 34.85 ( 21) ------------------ 20 101 1.055 L 0.50 C=150 PT 41.02 (101) Q 26.90 F=T F 8.00 PE -0.22 BN T 8.50 0.1449 PF 1.23 PT 42.03 ( 20) ------------------ 21 22 1.055 L 7.75 C=150 PT 28.95 ( 22) Q 36.11 F=T,T F 16.00 PE 0.00 FM2 T 23.75 0.2499 PF 5.94 20 21DQ 24.61 1.055 L 8.06 C=150 PT 34.89 ( 21) Q 60.73 F=E F 3.00 PE 0.00 FM2 T 11.06 0.6538 PF 7.23 19 20DQ 26.90 1.291 L 7.00 C=150 PT 42.12 ( 20) Q 87.63 F=T F 9.00 PE 0.00 FM2 T 16.00 0.4820 PF 7.71 12 19 1.291 L 56.00 C=150 PT 49.83 ( 19) Q 87.63 F=T,3E F 21.00 PE 0.00 FM1 T 77.00 0.4820 PF 37.11 Oct 18 02 10:14a Jessie Reyes 303-933-5904 p.b I...00 a' t SUBMITTAL SERIAL NO:2016HY1 10-18-2002 PAGE 3 CHIGAS RESIDENCE FN: CHIGAS.HYD 380 E. LIONSHEAD CIRCLE FN: CHIGAS.HYD VAIL, COLORADO UNIT 310 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 10 12 1.291 L 2.00 C=150 PT 86.94 ( 12) Q 87.63 F=T,GV F 11.00 PE 0.00 FM1 T 13.00 0.4820 PF 6.27 9 10 2.469 L 10.25 C=120 PT 93.21 ( 10) Q 87.63 F=0 F 0.00 PE 4.44 FM T 10.25 0.0310 PF 0.32 8 9 2.469 L 10.25 C=120 PT 97.97 ( 9) Q 87.63 F=0 F 0.00 PE 4.44 FM T 10.25 0.0310 PF 0.32 7 8 4.026 L 10.25 C=120 PT 102.73 ( 8) Q 87.63 F=E F 10.00 PE 4.44 FM T 20.25 0.0029 PF 0.06 5 7 4.026 L 12.00 C=120 PT 107.23 ( 7) Q 87.63 F=E F 10.00 PE 0.00 FM T 22.00 0.0029 PF 0.06 1 5 4.026 L 6.00 C=120 PT 107.29 ( 5) Q 87.63 F=GV,CV F 24.00 PE 2.60 FR T 30.00 0.0029 PF 0.09 0 1 4.280 L 90.00 C=140 PT 109.98 ( 1) Q 87.63 F=T,GV,2E F 46.00 PE -1.73 UN T 136.00 0.0016 PF 0.22 PT 108.47 ( 0) 'i NFPA STANDARD AND MODEL CODE ACCEPTANCE Copper is an effective material for, sprinkler systems in all types of construction—especially'in residential, light hazard, and certain ordinary hazard occupancies. It is NFPA (1) approved for all types of Light Hazard Classi- fication with no restrictions imposed. Copper systems have been in reliable service for decades, and these sys- tems are gaining popularity as copper's superior performance and economy are realized. NFPA 13, Standard for the Installation of Sprinkler Systems, Light Hazard Occupancies (Section 1-7.2) includes the following types of occupancies: • Apartments • Churches • Clubs/Restaurants • Dormitories • Dwellings • Hospitals • Hotels & Motels • Institutions • Nursing Homes • Office Buildings • Public Buildings • Rooming Houses • Schools • Townhouses (1) National Fire Protection Association, Batterymarch Park, Quincy, MA 02269 1963 The National Fire Protection Association (NFPA) includes hanger spacings for copper conductors in NFPA 13 (Section 3-15.1.11). 1968 NFPA approves Type L copper tube as a con- ductor (Section 3-1.1.4), revises the hanger spacings, approves torch brazing, and recognizes copper's excel- lent corrosion resistance. 1969 Copper Development Association begins a program encompassing full-scale fire tests, aimed at finding the most cost-effective system. 1974 NFPA 13 (Sections 3-1.1.1 & 3-1.1.4) includes use of Types K and M copper as suitable conductors, and the use of type 95-5 tin -antimony solder for joining copper tube and fittings (Section 3-1.1.1). 1976 Composite copper -steel systems are readily accepted where steel risers supply copper branch lines in high-rise buildings. 1980 NFPA 13D is published for one and two family dwellings, and approves the use of type 50-50 tin -lead solder (Sections 3-3.1 & 3-3.6). In the fire sprinkler industry, which is regulated by strict codes for safety and durability, copper is readily accepted. All building code officials recognize the time -proven qualities of copper. r,CT: BOCA-National Building Code (formerly the Basic Building Code): Building Officials and Code Administrators International, 4051 West Flossmore Road, Country Club Hills, IL 60477 SBC - Standard Building Code: Southern Building Code Congress International, Inc., 900 Montclair Road, Birmingham, AL 35213 UBC - Uniform Building Code: International Conference of Building Officials, 5360 South Workman Mill Road, Whittier, CA 90601 Figure 3. These model codes provide recommended standards and are the bases for state and local code mandatory requirements. 3 Examine the properties that give The Copper Connection a total job advantage. In terms of installed costs and reliability of the material, the choice of copper provides significant benefits. COPPER'S EASE OF HANDLING Copper's combination of rigidity with lightweight makes both shipping and storing easier for the contractor. Copper tube is easier to handle. It does not have the fragility of plastic, nor the weight of steel. Unlike plas- tic alternatives, copper tube is unaffected by exposure to sun- light, and can be stored on site without such concerns. Comparisons to steel in wall thicknesses and weights show another advantage of cop- per. Smaller pipe sizes can be used, which means greater economy and less overall weight for shipping, storing, Figure 4. Comparative wall thicknesses and weights of copper tube vs. steel pipe. Type M Copper Sch. 40 Steel 0 - Weight is based on pounds per linear foot for 2" diameter tube and/or pipe, including water. HANGERS, SUPPORTS, AND FITTINGS Copper systems require fewer hangers and sup- ports than do plastic piping systems because of the rigidity of copper. In general, at least one hanger is required for each horizontal tube length installed. For hanger spacing detail, see Table 5, page 10. Tube straps, U -hooks, or perforated straps are all acceptable hangers where structural conditions permit. Flat iron (steel band) hangers, ring hangers, and clevis hangers may also be employed and are made to copper tube sizes. Standard pipe size (SPS) steel band and ring handling, and installing. Due to copper's installation flexibility, the choice of field or shop fabrication allows for free- dom in engineering design. Copper is ductile; it can be bent without producing kinks in the tube or causing it to collapse. Bending in the field can be done cold using hand tools, and shop bending may utilize either hand or power bending machines. Fabrication of copper is poss- ible in a very small work area. Heavy pipe threading machines are replaced with portable, easy-to-use hand tools, so job site cleanliness is facilitated. hangers can also be used. Special plating or painting of ferrous hangers is not required when used with copper tube since the potential for galvanic corrosion of the hangers is slight, except in wet or corrosive atmos- pheres, for example, where special coated sprinklers are required. Pressure fittings are available in all standard tube sizes and in a wide variety of patterns. Typically, with copper systems the fittings are smaller than in steel or plastics. Figure 5. Typical fittings used in copper fire sprinkler installations. 4 SIMPLIFIED JOINING TECHNIQUES Copper tube and fittings are joined metallurgically by soldering or brazing and are leak -free due to the posi- tive metallic -bonded joints. Soldering and brazing are fast and efficient methods of joining with standard torches and a variety of gases, facilitating high produc- tivity on the job site. There are also new electric resistance soldering and brazing hand tools which employ heating electrodes for joining tube and fittings. The tools are lightweight and should be considered when an open flame is a concern. Figure 6. Electric resistance hand tools are suitable for soldering or brazing copper tube. DEALING WITH SPACE LIMITATIONS Buildings with Light Hazard Occupancies are often designed with severe mechanical space limitations. Copper's excellent properties not only allow smaller pipes to be used, but also allow the tube to be bent to bypass obstructions if necessary. Connections are clean and easy, and can be made in very tight spaces. This becomes a significant advantage in retrofit installations, such as hotels where room vacancy must be minimized. Frequently, details of the actual construction site may not exactly match the drawings. Last minute design changes may be needed. If copper is used, job changes are rarely a problem because the system can be adjusted in the field to accommodate variations from the plans. Only changes that are within the limitations of your hydraulic calculations should be made. 5 Figure 7. Hand-held tool for pulling outlets to quickly form tee connec- tions. Another advancement in joining technology is a hand tool designed to enable the quick pulling of tee connections and outlets, thus reducing the number of tee fittings and soldered joints. This state-of-the-art form- ing method shortens the time needed to attach tee joints, and branches can be formed 4 to 5 times faster. Savings of 10 to 25% of on-site costs have been docu- mented. Finally, a.copper system can be tested without delay immediately after it has been completed. If a leak does occur, the system can be either drained or quick-frozen in the area of the joint and promptly repaired. Figure 8. Copper can easily be worked to fit into tight areas and around other fixtures. The assured performance offered by copper fire sprinkler systems is important to everyone involved— the architect/engineer, the building owner, the contrac- tor, the insuror, and fire service personnel. Copper tubing exhibits excellent resistance to damage from internal and external corrosion. It does not develop internal surface roughness or experience a gradual narrowing of the passage caused by internal corrosion. The potential for plugging of sprinkler head orifices and -small diameter branch lines is significantly reduced with copper tube since the normal thin, protec- tive corrosion film on the tube bore does not flake off. This also reduces the need for periodic maintenance flushing operations. Copper is also highly resistant to external sources of corrosion, including exposure to moisture, most chemical fumes, process vapors, and similar atmospheres. The superior flow capacity of copper permits reduced cross and feed main sizing in many 80 70 O O 60 Q 50 LO p 40 f_i 0- 30 0 20 10 hydraulically calculated systems. In pipe schedule sys- tems this advantage is reflected in the increased number of sprinklers permitted by applicable standards for cop- per lines of two-inch and larger. Furthermore, NFPA recognizes the use of 3/4 inch copper tube in sprinkler applications while the minimum size requirement for steel pipe is one inch. Copper is an inherently safe material. It will not burn or support combustion, nor does it decompose to toxic gases. Also, it will not carry fire through floors, walls and ceilings. A copper system maintains its integrity and abil- ity to carry water where planned when exposed in a fire situation. Copper tube will not deteriorate with age or become embrittled and fail, but remains effective for the life of the installation. Should any part of the system be damaged, it can be repaired quickly and easily, often by soldering or brazing in a new piece. Tees for new sprin- kler drops can also be mechanically formed in place using hand tools. Pipe Material Flow Capacity IM `tae � r u r 'u N. '�--'k e+, 23+ir ice... s,.J-"..k�`�-2yiY yir•°t``�, _ `�s- `y Fy �qqY1;•� Y12 t t" ■ Copper 11/4" U/2 Nominal Pipe Size - CTS ❑ Polybutylene 14 ❑ Sch. 40 Steel Figure 9. Comparison of Flow Capacities in 3 common types of pipe. O CONTENTS 1. Physical Characteristics of Copper Tube 2. Friction Loss Tables 3. Friction Losses: Fittings and Valves 4. Tube Bending Guide 5. Hanger Spacing 6. Hanger Sizing 7. Soldering and Brazing Information 8. Material Specifications 1. Physical Characteristics of Copper Tube Three types of seamless drawn copper tubing are currently accepted by the NFPA (Section 3-1.1.4) for use in fire protection systems: Types K,L and M. For all three types, the outside diameter is equal to the nominal diam- eter plus 1/8 inch. However, wall thicknesses (and thus inside diameters), vary. Type M copper tubing has the thinnest wall and is also the least costly. Type L is the second thinnest. Type K tubing is not widely used since it has the smallest inside diameter, and the greatest cost. Types L and K are used where bending is required. For some applications where copper tubing will be used for larger diameter lines (1'/4 inches and up), the Table 1. Physical characteristics of copper tube, types L and M. local code authority may be consulted regarding poss- ible use of Type DWV tube. This tube has slightly thinner walls than Type M and, thus, copper may provide even better economy for some applications. When using Type DWV for sprinkler applications, pressure type fittings (not DWV fittings) must be used. All copper tube is available in drawn (hard) temper in straight lengths (ordinarily 20 feet long). Types K and L are also available in annealed (soft) temper which come in either 20 foot straight lengths or in 100 foot coils for sizes up to 1 inch and 45 foot coils for sizes up to 2 inches. SIZE (inches) O.D. (inches) I.D. (inches) WALL THICKNESS (Inches) CROSS SECTION OF BORE (lnches2) WEIGHT (lbs/ft) TYPE L M L M L M L M L M '!: y '� :J ._ `� '.:;:ti ,0 875 r 0. 875T ' �.> ; 31FA°r0 785 }1 0.8 '� 0.045 .0032 :. 0484 , 0 517^ «:„vim t t'�.a'cue. sa 0'455= 028; , " ' �k '� ; e��; � �.}` t •F �" ,� ..t,. +'..x <� ��� �~- 125' 1 125' 1025055wjy 0 050 0035 0 825 0 8740 - 0465 1-' 375_ X1265 a 291 „0 055 U.042;,'9,. '41257 _ T 309 0884 - �s - ' � - -�fiE � "„- .�5 r .. _ «i �� ,�.isFd'w'r.�,S�'�`.`yc•�� a�'^���y r. _ 1625x 4J 505 + 1l S27 O 060 0 049 }r 1 %19 1832 y-'`1 14 0 . zi i�� j- ti.5 ��`'� ♦ ' �'(' •r- _ 0.070 0.058 '�} [ 5- � 3, 3095 , 3170 �a .'�2a7c.r„ � r�rn— - i. ;jam 1 750 1 460 - =T�i H 2 fi'2625 r52. 625 2465 ; 2 495 - 0.080 - 0.065 4 '2.0300 030 ; c 4 31�3.125 �- 3 125 l 2.945 2.981.: 0.090 0.072 6.813 6.980 air'u�' i 3.330 125 x, 4 1 .25 3905 :?,'.'3.935 x. 0.110 0.095 11.978 121.63„; 5380 s" 4 660~ x! 7 3. Friction Losses: Fittings and Valves Table 3. Allowances for friction loss in fittings and valves expressed as equivalent length of tube (feet). Fitting Size (inches) Std. Ells 90° 45° 90° Tees branch run Coupling Gate Valve Globe Valve Type Temper Radius Bending (inches) (inches) 3/4 1.0 10 2.0 0.5 0505,'#�,y1Q`'`: 11%&1'h 10 !..- 1 sr1 > K L ` : Annealed 3L 1_ 20 10 2.0 0.5 t 05 4'h �4 M2 << 1'k 2.0 10 3.0 1.05° sx'0bf� .a1 t8." 1'h, 25 '15 3.5 1.0 �. 10 05' Fawn; 4'E Heavy dirty gea�type c4 L3:Y -S7 �'�k�`. k' s�'t 'r W. T-c. 2 3.5j20 .50 1.0 0 1LNQ 2'h 40 25 60 1.5 15�1' : Cztb ,A fir' � k Gear type!,A 3 5 0 3r0 7.5 1.5 1 5* t»" i 0# f 31h 6.0 '-3.5 9 0 2.0 2 0 v Annealed ` X40 None by hand` 4 70 05 N 2.0 4. Tube Bending Guide Table 4. Bending guide for copper tube' Tube Tube Horizontal run Hanger spacing (feet) Min. Bend Type of Size Type Temper Radius Bending (inches) (inches) (inches) (inches) Equipment r 1 r 11%&1'h 10 !..- 1 sr1 > K L ` : Annealed 3L ever or gea Type f ; �t K Annealed 4'h None by hand �t_?Y. L _ Annealed - w 6 MR -7V Y. oneby hands �� u K yA; Drawn aim 3 41; Vat type b� Fawn; 4'E Heavy dirty gea�type c4 L3:Y -S7 �'�k�`. k' s�'t 'r W. T-c. •f 5. i 'V'�-F a'{T E ` -i✓l` K L Annealed *� a � k Gear type!,A rH ` ,- Vi ,s `7� .. ` 7'h None by hair K,L Annealed ` 9 None by hand` 0001011 5. Hanger Spacing Table 5. Hanger spacing 10 (') NFPA 13. Sec. 31.1.7 allows bending K and L copper tube. NFPA 130 has no restrictions on bending copper tube. (") When bending by hand a circular wooden disc is used. The radius of the disc should be about'!. to'h inches less than the minimum bend radius shown. 6. Hanger Sizing Table 6. Hanger sizing Copper Tube Tube Size (Inches) Horizontal run Hanger spacing (feet) Nominal Minimum Size 31, & 1 l 8 I.D. (inches) (inches) (inches) (inches) 3/. o.8is 11%&1'h 10 !..- 1 2&3 12 45,4.050 ort 4to8 15 10 (') NFPA 13. Sec. 31.1.7 allows bending K and L copper tube. NFPA 130 has no restrictions on bending copper tube. (") When bending by hand a circular wooden disc is used. The radius of the disc should be about'!. to'h inches less than the minimum bend radius shown. 6. Hanger Sizing Table 6. Hanger sizing Copper Tube SPS Steel Band or Ring Hanger Tube Nominal Minimum Size O.D. Size I.D. (inches) (inches) (inches) (inches) 3/. o.8is ; 'hor34l^z 084ov 1 1.125 3A br;1- V 45,4.050 ort 11/. 1.375 z 51 _ ;tt ••_ 9 112 1.625r,f660 ¢f� 2' 2.125 2 (•) Above 2 -inch, use the same SPS hanger size as the tube size. 7. So uering and Brazing Info mation NFPA 13 (Section 3-1.1.1) recognizes the use of 95-5 tin -antimony solder for the joining of wet -pipe copper fire sprinkler systems and NFPA 13D (Section 3-3.6) permits the use of 95-5 tin -antimony or 50-50 tin -lead solder for the joining of residential wet -pipe copper fire sprinkler systems. For all copper systems, NFPA 13 (Section 3-12.4) recognizes the use of filler metals for brazing which withstand higher temperatures and develop high strength characteristics. NFPA 13 (Section 3-1.1.1) allows the use of BCuP-3 and BCuP-4 brazing filler metals. For more information, refer to AWS A5.8, ("Specification for Brazing Filler Metal"), American Welding Society, Miami, Florida. Excellent results are attained in using a non-aggres- sive soldering or brazing flux which should be applied sparingly in a thin, even coating to both tube and fitting. The fluxes used in brazing are different in composition to soldering fluxes and should not be used interchangeably. Table 7. Typical consumption of solder per 100 joints CAUTION Careless workmanship, especially during flux applications, can result in corrosion of the tube long after the fire sprinkler system has been installed. If excessive flux is used, the residue inside the tube can cause corrosion. In an extreme case, such residual flux can actually lead to perforation through the tube wall causing leak- age. To guard against this danger, it is important (1) to choose a flux that is not too corrosive, and (2) to use only the minimum amount actually needed to make the joint. 8. Material Specifications Table 8. Specifications for tube, fittings, solders and brazing alloys ANSI: American National Standards Institute, Inc., 1430 Broadway, N.Y., NY, 10018. ASME: The American Society of Mechanical Engineers, 345 E. 471 St., N.Y., NY. 10017. ASTM: American Society for Testing and Materials, 1916 Race St., Philadelphia, PA, 19103. AWS: American Welding Society, 550 N.W. LeJeune Road, Miami, FL, 33126. 11 FITTINGS i Wrot A Pressure Fittings Adapters WROT CAST 103 Female Adapter 4703 Copper to Female N.P.T. V '-L-1 CxF Nominal Size " Box Master Approx. Dim. In Inches Quantity Pack Net Wt. A - 1/8 50 1000 0.029 7/16 1/4 50 1000 0.031 15132 318 50 500 0.053 19/32 1/2 50 500 0.086 7/8 3/4 25 250 0.143 23132 1 20 200 0.226 31132 11/4 10 100 0.304 13/32 1 1/2 10 ' 100 0.404 15/32 2 _ 5 50 0.650 1 1/4 21/2 2 20 1.228 11/2 "3 12 12 2.400 "4 , 12 12 3.820 "5 6 6 8.250 "6 4 4 12.000 1/8 x 1/4 50 1000 0.033 1/2 114 x'.2 ` 50 500 0.078 25/32 1/4 x 318 50 1000 0.043 21/32 1/4 x 118 50 1000 0.024 11132 318 x 1/2 50 500 0.082 7/8 3/8 x 1/4 50 1000 0.041 15/32 "112 x 1 25 150 0.300 - 1/2 x 314 25 250 0.121 29/32 12 x 318 50 500 0.046 9/16 1/2 x 1/4 50 500 0.044 15/32 5/8 x 314 25 250 0.143 1 5/8 x 12 25 250 0.102 3/4 "3/4 x 11/4 10 100 0.515 - 314 x 1 20 200 0218 1 7/32 S/4 x 1/2 25 250 0.085 19/32 "1 x 11/2 10 100 0.720 - 1 x 11/4 10 100 0.299 17/32 1 x 3r4 25 250 0.159 43/64 1 x 12 10 100 0.239 11/16 *11/4 x 2 5 50 0.980 1 1/4 x 1 112 10 100 0.431 1 19/64 1 114 x 1 10 100 0.238 55/64 "1 1/4 x 3/4 100 100 0290 1 1/2 x 2 5 50 0.678 17/16 1 1/2 x 11/4 10 100 0.388 7/8 "1 12 x 1 60 60 0.370 2 x 1 12 5 50 0.730 13/16 WROT CAST 103-2 Female Street Adapter 4703-2 Fitting to Female N.P.T. �A� FTG. x F Nominal Size In Inches Box Quantity Master Pack Approx. Net Wt. Dim, A 1/4 .. 50 1000 0.030 29/32 318 50 1000 0.049 11/16 1/2 50 500 0.084 13/8 .. 314 25 ..- 250 0.143 111/16 -: -11 20 200 0214 1..31%32 "1'1'1/4`10 100 0.324 ;25132 -`-1 1/2 10 =.' 100 0.437 27/16 2 5 50 0.641 219132 "21/2 25 25 1.740 -3 20 20 2.470 12 x 318 50 500 0.062 1 118 112 x 114 50 500 0.041 59/64 "314 x 172 25 225 0.147 "1 x 314 25 250 0.414 "1 x 112 25 250 0.153 WROT CAST 104 Male Adapter 4704. Copper to Male N.P.T. C x M Nominal Size Box Master Approx. Dim. In Inches Quantity Pack Net Wt. A 1/8 50 1000 0.0187 13/32 1/4 50' 1000 0.027 15132 3/8 50 500 0.041 7/8 1/2 50 500 0.064 19/32 3/4 25 250 0.119 13/16 1 20 200 0.160 27/32 11/4 10 100 0.317 15/16 1 1/2 10 100 0.443 7/8 2 5 50 0.675 111/32 2112 4 40 1.267 121132 3 2 20 2.138 .1202 4 1 16 3.500 1 29132 "5 5 5 8.600 "6 4 4 10.730 1/8 x 3/8 50 1000 0.040 3/4 Corporation 6 Elkhart Products LorF'oration 4 subsidiary of Arcast Industrial Corporation -Cast er:,nze Only 'Fat,:ory Cytivr*-cortsuY .actory for price and delivery information. 4 Wrot & mst Pressure Fittings wow Elbows WROT CAST 105-L 900 Street Elbow -Long Turn FitSng to Fitting I Nominal Size _ Box Master In Inches Quantity Pack A� A 1 Approx.- Dim. Net Wt. A 3/8 25 500 0.033 13116 1/2 - - 25 -. . -- -250 ----- 0.056- . - 17/16 314 25 250 0.12 2 1 ; ; _10 _ ` ' - = 'O.Z4 - 215132 1 1/4 5 50 0.388 229132 1 1/2 __ .5 _ 50 0.560 - .. _ . 35116 2 5 40 1.156 4 318 WROT CAST 106_ 450 Elbow - Copper to Copper SC YA PA� Nominal Size Box Master Approx. Dim. In Inches Quantity Pack Net Wt. A 114 50 1000 0.013 15/64 3/8 50 1000 0.024 1/4 152 100 1000 0.036 17/64 5/8 25 250 0.063 7116 3/4 50 500 0.077 3/8 1 25 250 0.137 13132 11/4 25 200 0.229 33/64 11/2 20 160 0.343 19/32 2 10 80 0.625 25/32 21/2 5 40 0.970 7/8 3 3 24 1.460 63/64 31/2 1 16 2.180 15/32 4 1 8 3.376 111/64 5 1 6 6.564 113/32 6 1 1 11.200 111/16 8 1 1 27.900 2 1/4 WROT CAST 106-2 450 Street Elbow Fitting to Copper -A - B FTG. x C �1 A Nominal Size Box Master Approx. Dim. Dim. In Inches Qu'antity Pack Net Wt. A B 1/4 50 1000 0.013 15/64 41/64 3/8 : = •50 . 1000 0.024 9132 23132 112 100 1000 0.035 ,. 5116 2532 5/8 _ = 25 i 250 O.o59 : ' , 27164 >` ;1 1%16 314 : 50.: s500 ' 0.076 1-13132 ' _ ' 13116 1 25 250. 0.134 7/16 1 7h6 11/4 25 200 0.229 -17132 19116 1112 20 160 0.343 y 19132 1314 2 10 = 80 0.625 25/32 2 3116 2112 5 40 0.965 29132 27/16 3 3 24 1.470 1 `211 /16 '31/2 - 1 16 2.100 15132 3' 4 1 8 3.340 19/32 3112 WROT . CAST 107-C 900 Elbow -Close Ruff 4707 Copper to Copper B A } C x C Nominal Size Box Master Approx. Dim. .. Dim. In Inches Quantity Pack Net Wt A B 118 50 1000 0.006 1/4 1/4 1/4 50 1000 0.012 318 3'$ 318 50 1000 0.026 1332 1332 112 100 1000 0.039 2564 2554 H 25 250 0.069 17/32 17132 3/4 50 500 0.087 9/16 9116 1 20 200 0.168 47/64 47,54 1114 25 200 0.300 15116 15116 1 12 20 120 0.404 111/64 111164 2 10 80 0.748 129164 12954 212 5 40 1200 121,32 121132 3 3 24 1.920 161!64 161,654 312 1 8 2.728 2 7132 27132 4 1 8 4290 217132 217/32 5 1 1 8.586 31/8 31/6 6 1 1 15200 313/16 313116 8 1 37.000 51/8 51B 8 Elkhart Products Corporation A sb-36Fi i of Amcast !ndustdal Corporation **Cast Bronze D,ry *K. c,or? Opbon- corLsult factory for price and delivery information. Wrot & �,. .l 1. Pressure Fittings40. .r Elbows WROT _ CAST 107-R 900 Reducer Elbow Fitting to Copper t A Nominal S¢e 'mac .. _ Master Approx Dim. Dim. In Inches } Omnhly ; . Pack . , . Net WL A B 318 x 1/4 -- .. 50 - 1000 0.027 - 5/8 39/64 1/2 x 318 50 500 0.042 43164 5/8 51/8 x 112 25 250 - - - 0.077 31/32 7/8 314 x 3/8 50 _ ' 500 �_ 0.073 27/32 11/16 31/4 z 112 50 : 500 ' :" 0.086 7/8 '- 7/8 3/4 x 5/825 25 250 0.113 15/32 1 1/16 1x3/4 ._�2�.. -- -° 0.17 V 11'/4 1 9164 1 12 x 1 5 50 0.35 111/16 1 13/32 1 12 x 11/4 5 s�1 50 - .._ '..'.` 0.48 --.. 2114 2 2 x i 112 _ 5 40.";. ` 0.754`'1, 25/16 23116 rx :v r A WROT CAST 107 -CR 900 Reducer Elbow -Close Ruff 4707 Copper to Copper �A I Nominal Size Box Master Approx. Dim. Dim. In Inches Quantity -„' Pack Net WL'�,- A - B . 50 ---.- --1000 -- - 0.027 _ 41x54 —3954 - 112 x 318 t 50 500 0.041- �' 43164 12 x 1/4 50 - - 500 0.034 �' 11/16 4354 518 x 12 25 250 0.077 31132 =7B 314 x 12 50 500 0.085 R 15M 1 x 314 25 250 0.146 314 19132 1 x 12 25 = 250 0.129 1118 7B 1114 x 1 10 100 0229 7B 11/16 "1 114 x 314 15 90 - 0.338 "11/4 x 12 20 120 - 0280 1 12 x 11/4 10 100 0.338 1954 55654 "1 12 x 1 _ 60 60 0.540 "1 i6314 314 72 72 0.455 - 112 x 12 12 72 0.380 2 x 1 12 5 40 0.602 112 1 13164 "2 x 11/4 25 25 0.880 "2 x 1 30 30 0.780 "2 x 314 30 30 0.660 212 x 2 5 -40 _ - 1.128 .. 17/8 111 ' 3 x 212 3 24 1.598 2 3132 1314 "3 x 2, -.. 20 _. 20 _. 2.753 -.. _. 40 3 1 8 3.313 211116 2 '5 x 4 1 6 6.542 313.132 217M '6 x 4 1 6 8.091 37/8 217/32 10 EiLhartProducts Coiporatior Asr.h>6a;�OiAnraalndurtriaJGorporatiul "Cas'r3mza Xij '"v ���I �d Yn 'r�0n v 4 Wrot & l,�st Pressure Fittings Caps & Reducers WROT CAST 117 Tube Cap 4717 for Tube "End -II- A Nominal Size Box Master Approx. Dim. In Inches Quantity Pack Net Wt. - - A 1/8 50 1000 0.003 1/32 1/4 50 1000 0.005 1/16 3/8 50 1000 0.010 3/32 1/2 100 1000 0.016 1/8 5/8 25 500 0.030 1/8 3/4 50 500 0.036 1/8 1 50 500 0.059 1/8 11/4 25 250 0.108 5/32 11/2 20 200 0.159 5/32 2 10 100 0.267 5/32 21/2 5 50 0.469 5/32 3 5 50 0.713 3116 31/2 1 10 0.970 3/16 4 1 10 1.384 7/32 -5 1 5 5.484 ..6 1 5 9.670 -8 1 1 18.000 WROT CAST 118 Fitting Reducer Fitting to Copper rA� EPC FTG. xC Nominal Size Box Master Approx. Dim. In Inches Quantity Pack Net Wt. A 1/4 OD x 1/8 OD 50 1000 0.004 33/64 1/4 x 1/8 50 1000 0.007 112 3/8 x 1/4 50 1000 0.014 17132 3/8 x 1/8 50 1000 0.016 5/8 112 x 318 50 1000 0.025 23/32 1/2 x 114 50 1000 0.022 47/64 5/8 x 112 25 500 0.033 25/32 518 x 3/8 25 500 0.033 29132 5/8 x 114 25 500 0.038 1516 3/4 x 518 50 500 0.060 151116 WROT 118 Fitting Reducer -cont. Fitting to Copper CAST Nominal Size Box Master Approx. Dim. In Inches Quantity Pack Net Wt. A 3/4 x 1/2 50 500 0.058 1 3/4 x 3/8 50 500 0.044 1 1/16 3/4 x 1/4 50 500 0.049 1 1/8 1 x 314 25 250 0.092 13/16 1 x 5/8 25 250 0.089 17/32 1 x 1/2 25 250 0.095 1 9/32 1 x 3/8 25 250 0.088 13/8 1 1/4 x 1 10 100 0.150 1 1/4 1 1/4 x 3/4 10 100 0.118 1 11/32 1 1/4 x 1/2 10 100 0.152 1 15132 1 1/2 x 1 1/4 10 100 0.206 1 19164 1 1/2 x 1 10 100 0.203 1 17/32 1 1/2 x 3/4 10 100 0.200 1 11/16 1 1/2 x 1/2 10 100 0.207 17/8 2 x 11/2 10 100 0.374 1 11/16 2 x 11/4 10 100 0.360 1 15/16 2 x 1 10 100 0.357 21/8 2 x 3/4 10 100 0.403 211132 2 x 1/2 10 100 0.426 27/16 21/2 x 2 5 50 0.643 1 15116 2 1/2 x 1 1/2 5 50 0.666 2 1/4 2 1/2 x 1 1/4 5 50 0.628 25116 2 1/2 x 1 5 50 0.655 217/32 3 x 21/2 2 20 0.893 2 3132 3 x 2 2 20 0.948 233/64 3 x 1 1/2 2 20 1.027 211/16 3 x 1 1/4 2 20 1.029 225/32 3112 x 3 1 10 1.336 2 1/4 31/2 x 2 1/2 1 10 1.344 27/16 31/2 x 2 1 10 1.380 251/64 4 x 31/2 2 32 1.850 223/32 4 x 3 2 32 1.860 2 15/16 4 x 21/2 2 32 1.929 37132 4 x 2 2 32 2.003 317/32 5 x 4 1 6 3.240 3 11/32 5 x 3 1 6 3.168 313/16 5x2112 1 6 3.084 49164 5 x 2 1 6 2.901 47116 6 x 5 1 6 4.642 37/8 6 x 4 1 6 4.556 43/8 6 x 3 1 6 4.388 423132 6 x 21/2 1 6 4.304 51/32 6 x 2 1 6 4.517 57/32 8 x 6 1 1 10.643 5 7i32 8 x 5 1 1 11.379 523132 8 x 4 1 1 11.244 63132 8 x 3 1 1 12.291 6 19132 14 Elkhart Products Corporation A subs diary of Arr.Cast Industrial Corporation Cast Eron.:e Ony *Faztocy Option-M1SI t t'C'ory prise and delivery information. 1 Wrot & Cast Ne .El Fittings Bushings & Straps WROT CAST 119 Flush Bushing;' Fitting to Copper i FTG. x C Nominal Size Box Master Approx. Dim. Dim. In Inches Quantity Pack Net Wt. A B 1/4 x 1/8 r 50 . 1000 0.008 - U 1/16 T8 x 1/4 _ 50 1000 0.011 318 1116 1r x 318 -: 50 - 1000 0.019 _ 9/16 3/16 - 1/2 x 1/4., . : 50 . 1000 0.034 1/2 3116 5/8 x 1/2 * 25 500 0.028 1% 1/8- /8-314 314x518. 50 500 _' 0.040 314 /8- 1/8' 314 314 x 112 50 500 0.070 314 1/4 1 x 3/4 25 250 0.115 29/32 5,32 1 x 1/2 25 ' 250 0.211 29132 13,32 11/4 x 1 25 250 0.146 31)32 1/16 - 1 1/2 x 11/4 - 20 200 0.199 13/32 118 2 x 1 1/2 5 50 0.648 111/32 1/4 WROT CAST 119-3 Flush Bushing 4718-3 Fitting to Female N.P.T. t°..- _ is • - FTG. x F A Nominal Size Box Master Approx. Dim. In Inches Quantity Pack Net Wt. A 1/2 x 1/4 50 1000. 0.021 9/16 1/2 x 1/8 50 1000 0.034 9/16 "1 x 112 25 225 0.125 "1 1/4 x 314 10 200 0.159 WROT CAST 120 Copper Tube Strap Double Hole WROT CAST 120-S Copper Tube Strap Single Hole Heavy Weight Nominal Size Box Master Approx. In Inches Quantity Pack Net Wt. 1/8 100 2000 0.007 114 100 2000 0.009 3/8 100 2000 0.012 1/2 100 2000 0.014 '� Cast Bronze Oniv 'Fac,ay Option --consult W i) to, pr., aor de'rvery Womi0on. R.hM Products Corporatim 15 L Nominal Size Box Master Approx. In'Inches Quantity Pack Net Wt- -1/8 _ _ 100 2000 0.005 --1/4 100 2000 = ., -0.006 - --- - . _ --- - --100 — ... — 2000 - 1/2 100 1000 0.009 -- - -- F _:.•.. 160 1000 0.011 314 100 1000 0.012 1 :100 1000 0.014 1 1/4 50 500 0.041 -1 1/2 . - .: - - .. zw� 50 _ _ _ . 500 - - 0.048 2 '.100 800 0.062 WROT CAST 120-S Copper Tube Strap Single Hole Heavy Weight Nominal Size Box Master Approx. In Inches Quantity Pack Net Wt. 1/8 100 2000 0.007 114 100 2000 0.009 3/8 100 2000 0.012 1/2 100 2000 0.014 '� Cast Bronze Oniv 'Fac,ay Option --consult W i) to, pr., aor de'rvery Womi0on. R.hM Products Corporatim 15 0 Wrat & Cast Pre, ,,e f=ittings Elbows wRor 90° Drop Elbow 4707 T3-5 WROT CAST 900 Union Elbow 4707-4-6 Copper ;o Female N.P.T. Copper to Male N.P.L C x F Nominal Size Box Master Approx. In Inches Quantity Pack Net Wt. -3/8 40 240 0.120 "1/2 25 250 0.160 "3/4 25 250 0.250 "1/2 x 3/4 50 25 50 150 0.490 0.270 -1/2 x 3/8 50 300 0.110 **3/4 x 1/2 25 250 0.240 "1/2 x 3/4 25 225 0.210 WROT 50 450 CAST **3/4 x 1 90° CxM Elbow 100 4707-4 —3/4 x 1/2 Copper to Male N.P.T. 240 0.200 0 x M Nominal Size In Inches Box Quantity Master Pack Approx. Net Wt. *3/8 75 675 0.080 "1/2 30 270 0.140 "3/4 30 180 0.220 1 CAST 120 0.390 **1 1/4 50 0.560 "11/2 Copper to Copper t 40 0.750 2 20 1.300 "1/2 x 3/4 25 225 0.210 "1/2 x 3/8 50 450 0.100 **3/4 x 1 10 100 0.320 —3/4 x 1/2 20 240 0.200 "1 x 3/4 20 120 0.340 Cast Bronze Only Cactary Clcucn—consuft !actory for price v.d delivery intur-m tion. C x M Nominal Size Box Master Approx. in Inches Quantity Pack Net Wt. "1/2 10 100 0.300 .,3/4 10 100 0.490 1 50 0.730 WROT CAST WROT 90° Hi -Ear Elbow 4707-5-1 Drop Ear Elbow ;AST90° 407-5 Copper to Copper t CxC Nominal Size Box Master Approx. In Inches Quantity Pack Net Wt. "1/2 50 500 0.117 —3/4 25 150 0.228 WROT CAST 90° Hi -Ear Elbow 4707-5-1 Ccpcerto Copper CxC i Nominal Size Box Master Approx. In Inches Quantity Pack Net Wt. "1/2 50 300 0.128 " 3/4 25 150 0.210 kl"urar� Prr,ducts Co-puraiv 19 a 3 Wrat & Cast Pre; re F'itiin9s Tecs WROT CAST CxCxF Tee 4712 Copper to Copper to female N.P.T. C x C x F Nominal Size Box Master Approx. In Inches Quantity Pack Net Wt. -3/8 50 500 0.110 "1/2 - 50 300 ' 0.130 -3/4 25 150 0.310 "1 10 60 0.540 "11/4 45 0.760 "1 1/2 50 1.080 "2 - 25 1.740 "1/2 x 1/2 x 3/4 30 180 0.230 "1/2 x 1/2 x 3/8 50 500 0.150 "1/2 x 1/2 x 1/4 30 270 0.160 "1/2 x 1/2 x 1/8 40 360 0.100 -3/4 x 3/4 x 1 10 100 0.400 **3/4 x 3/4 x 1/2 25 250 0.210 **3/4 x 3/4 x 3/8 25 250 0.230 "1 x 1 x 3/4 - 90 0.420 "1 x 1 x 1/2 15 90 0.350 "1 1/4 x 1 1/4 x 1 50 0.660 "1 1/4 x 1 1/4 x 3/4 36 0.540 "1 1/4 x 1 1/4 x 1/2 50 0.500 "1 1/2 x 1 1/2 x 1 5 50 0.790 "1 1/2 x 1 1/2 x 3/4 25 0.650 "1 1/2 x 1 1/2 x 1/2 25 0.620 "2x2x1 25 1.230 *2x2x3/4 15 1,100 "2x2x112 15 0.970 WROT CAST CxCxF.Drop Ear Tee 4712-5 Copper to Copper to Female N.P.T. All C x C x F Nominal Size Box Master Approx. In Inches Quantity Pack Net Wt. "1/2 25 250 0.240 "1/2 x 1/2 x 3/8 20 180 0.190 WROT CAST CxCxM Tee 4713 Copper to Copper to Male N.P.T. CxCxM Nominal Size' Box Master Approx. In Inches Quantity Pack Net Wt. ",T4 20 120 0.290 WROT CxFxC Tee Copper to Female N.P.T to Copper CAST 4714 g'. CXFXC 51.Nominal Size Box Master Approx. In Inches Quantity Pack Net Wt. -1/2 25 250 0.190 -3/4 20 120 0.310 .1 60 0.520 "11/4 35 0.700 "1 1/2 20 1,000 "2 10 1.720 "1/2 x 3/4 x 1/2 15 135 0.270 **3/4 x 1/2 x 3/4 25 150 0.240 "1 x 3/4 x 1 60 0.460 "1 x 1/2 x 1 10 100 0.410 "1 1/4 x 1/4 x 1 1/4 36 0.590 "1 1/4 x 1/2 x 1 1/4 36 0.560 "1 1/2 x 3/4 x 1 1/2 25 0.930 "1 1/2 x 1/2 x 1 1/2 25 0.750 **2 x 3/4 x 2 30 1.570 "2x1/2x2 35 1.480 "Cast Bronzy ^ny dory Ck Pc-coasutt lidory for p;i�e and cdiiiery intorr atbn. - - - ---- E:knallL ?roducts Corpor 3t an 21 wrot & cwr-1 presstMr v FAVAgs Tees WROT _ CAST 111 Tee 4711 Copper to Copper to Copper j I as CxCxC Nominal Size Box Master Approx. Dim. Dim. Dim. In Inches Quantity Pack Net Wt. A -B C 1/8." ; . ` 50 i ,1000. 0.014 13/64 13164 ;7/32 5116 OD 50 ? 1000 0.020 7/32 7132 ` 9/32 114 ` - 5a 1000 0.028 17/64 17/64 1/4 3/8 50' 500 0.045 5/16 5/16 318 112 50 500 0.056 21/64 21 /64 11132 518 25 250 0.110 7/16 7/16-. 112 314 25 : - 250: 0.144 1/2 1/2 _ 17/32 1 - 10.- 100 0.291 21/32 21/32 21132 1114 :5 50 0.397 41/64 41164, 41/64 1112 -5 50 0.540 13/16 13116 13116 2 5 40 1.082 11/16 11116 115/64 21/2 1 10 1.967 1 21/32 121/32 1 11/16 3 , 1 10 2.744 17/8 17/8 111/16 31/2 1 8 4.167 25/32 25/32 21/4 4 1 8- 6.396 213/32 213/32 29/16 5 1 1 7.998 2 37/64 2 37/64 229/32 6 1 1 12.613 31/8 3118 311/16 -8 = 1 :1 32.086 41/16 41/16 43/4 318 x 318 x 3/16 OD 50 1000 0.028 17/64 17/64 7/16 1/8 x 1/8 x 1/4 50 1000 0.028 13/32 13132 114 1/4 x 114 x 12_ 50 500 0.063 21/32 21/32 11/32 114 x 1/4 x 318 50 500 0.045 15/32 15132 3/8 1/4 x 1/4 x 1/8 50 1000 0.028 17/64 17/64 13/32 1/4 x 1/8 x 1/4 50 1000 0.028 17/64 13132 1/4 1/4 x 118 x 1/8 50 1000 0.028 17/64 13/32 13132 318 x 3/8 x 1/2 _ . _ 50 500 0.063 17/32 17/32 11/32 3/8 x 318 x 114 50 500 0.045 5/16 5/16 15132 318 x 3/8 x'1/8 50 500 0.045 5/16 5/16 39/64 ' 318 x 1/4 x 1/2 50 500 0.063 17/32 21/32 11/32 3/8 x 1/4 x 1/4 50 500 0.045 5/16 15/32 15/32 ' 3/8 x 1/4 x 1/8 50 500 0.045 5/16 15/32 518 3/8 x 1/8 x 3/8 50 500 0.045 5/16 9/16 318 1/2 x 1/2 x 1 10 100 0.290 15/16 15/16 314 112 x 1/2 x 3/4 25 250 0.118 33/64 33/64 15/32 12 x 112 x 3/8 50 500 0.061 5/16 5/16 13/32 12 x 1/2 x 114 50 _ _ 500 0.061 9/32 9/32 13/32 12 x 1/2 x 1/8 50 500 0.061 9132 9/32 - 12 112 x 3/8 x 1/2 50 500 0.063 318 17/32 11132 112 x 3/8 x 3/8 50 500 0.061 5/16 1/2 13/32 1/2 x 1/4 x 1/4 SO 500 0.061 9/32 518 13/32 314 x 3/4 x 1 10 100 0.202 3/4 3/4 17/32 314 x 314 x 518 25 250 0.153 1/2 1 /2 3/ t Cast Bronze Only Fadory 0.) ion -consult factory it price and cefnery inlankit; 1. WROT 111 Tee -cont. Copper to Copper to Copper CAST 4711 Nominal Size Box Master Approx. Dim. Dim. Dim. In Inches Quantity Pack Net Wt. A B C 314 x 3/4 x 1/2 25 250 0.109 25/64 25/64 19/32 314 x 3/4 x 3/8 25 250 0.130 25/64 - 25/64 11/16 314 x 314 x 1/4 25 250 0.135 25164 25/64 3/4 314 x518 x 5/8 25 250 0.150 1/2 11/16 314 314 x 1/2 z 314 25 250 0.144 1/2 25132 17/32 3/4 x 1/2 x 1/2 25 250 0.109 25/64 5/8 19132 ' 314 x 1/2 x 318 25 250 0.137 25164 5/8 11116 314 x 1/2 x 1/4 - 25- 250 0.140 25/64 5/8 314 ' 314 x 318 x 314 25 250 0.159 1/2 29/32 17132 ' 314 x 3/8 x 112 25 . - 250 0.140 25/64 23/32 ; . 19132 '.314 x 3/8x318 25 250 0.L332 25/64 23132 11/16 12 5 �'� r50 ^ _ 0 68011 _.='-1 1/4- 1 1!4 - t f 532 3` is t X 11/4 ` 5 ••. 50. r 0.405 ",1 SW 15i `11' 531132' a x 1'x 3/4:%3 r:; 10 :. , 100 3 0.223 112: 1/2 1 x 5188 ' 1 x 1 x 5/8 10 100 0.319 1/2 1/2 15116 1 x 1 x 1/2 10 100 0.186 23/64 23/64 11/16 1 x 1 x 3/8 _ 10 100 0.185 23164_ 23/64 `. ;13116 10 ; x;100.,; ?, 0290:-2113 53/64' 121/32 j �x 314 x 3 - �,_: 10 j . ,1..100. r� �il,0.220 12 .11/1!2 r at c 1 x 314 x 112 , 10 _ 100 0.185 23164...... 9/16 . : �11116 ' 1 x 3/4 x 318 10 100 0.270 23/64 9/16 -13116 ' 1 x 5/8 x 518 10 100 0.313 112 11/16 15/16 _ ' 1 x 5/8 x 1/2 10 100 0.272 23/64 9/16 - .11116 1 x 1/2 x 1 10 100 0.290 21/32 5164 -21/32 1 x 112 x 314 10 100 0.220 1/2 15116 518 1 x 1/2 x 1/2 10 100 0.185 23/64 13/16 11/16 1 x 12 x 3/8 10 100 0.185 23164 13/16 13116 1 1/4 x 1 114 x 2 5 40 1.352 1 314 13/4 13/8 -1,1/4zI fX 1 1725:!:�-.* 1- 0 0.660----.1.:3/16. 1 3116715321 11/4 x 1 1%4x-1 5 - 50 ; 0.348 17/32,:3 17/32 25/32 11/4 x 1 114.; 3/4 ,' 5_ ;; ,50 • 0.301 7/16; 7/16 . 3/4, 1 114 x 1 114 x 112 5 50 0.259 19/64 19/64 11116 :1_1/4 x 1 x f 1/4 5. r 50 0.405 "7/8 718:.25132 TIM x 1 z 1- 5 50 0.391 3/4 314 ' :.25/32= ` 11/4 x 1 kV .5 -50 0297 5/8 ; 518 25132 - 1 1/4 x 1 x 12 5 50 0256 1/2 1/2 25132 1 114 x 3/4 x 1 1/4 5 50 0.405 7/8 7/8 25/32 1 1/4 x 3/4 x 1 5 50 0.391 3/4 3/4 25/32 1 1/4 x 314 x 314 5 50 0.297 5/8 5/8 25132 1 1/4 x 3/4 x 1/2 5 50 0.256 1/2 1/2 25/32 1 1/4 x 1/2 x 11/4 5 50 0.405 718 718 25/32 "1 114 x 1/2 x 1 12 72 0.470 1 112 x 1 1/2 x 2 5 50 1.352 137/64 137164 1 318 1 112 x 1 12 x 1 1/4 5 54 0.482 11/16 11/16 ' -13/16 -1 12 x 1 12 x 1 5 '50 0.387 9/16 9/16 ° = 13/16 :1 112 x 1 12 x 314 5 50 0.342 7/16 7116 ' 13/16 " 1 12 x 1 12 x 12 5 _ 50 0.310 21/64 21/64 29132 1 1/2 x 1 1/4 x 1 12 5 50 0.680 17/32 13116 17/32 1 12 x 1 114 x 1 1/4 5 50 0.661 31/32 13/16 11/16 1 112 x 1 1/4 x 1 5 50 0.591 27132 1 3116 11/16 1 1:'2 x 1 +14 x 3/4 5 50 0.583 11!16 7/8 31/32 1 1!2 x 1 1/1 x I/2 5 50 0 460 9/16 13/16 31/32 E11L,1 Products_���rl_� ra ion 11 0 12 Elkhiol Produr.i3 Corporation Asubse?ry A,)ast tnrls^. ' Gol adon _ ----- Cad Fume Urf `Fic:o OpW. -.omh factory forpi:e and delvery Wrot Tees s Piers ire F'fttings WROT- CAST VVROT CAST 111 Tee -cont. 4711 111 Tee -cont. 4711 Copper to Copper to Copper ` Copper to Copper to Copper Nominal Size Box Master Approx. Dim. Dim. Dim. Nominal Size Box Master Approx. Dim. Dim. Dim. In Inches Quantity Pack Net Wt. A B C In Inches Quantity Pack Net Wt. A B C 1 12 x 1 x 11/2 5 50 0.680 15132 1 114 1 SW 212 x 1 12 x 2 1 10 1.673 17/16 1 11/16 1 12 x 1 x 11/4 5 50 0.661 31/32 15116 1 1/16 212 x 1 12 x 1 12 1 10 1.460 13/16 _-215/32 219/64 1 1932 1 12 x 1 x 1 5 50 0.591 27/32 1 1/9 1 1/16 212 x 1 12 x 11/4 1 10 1.341 - 1 - 23116 1 39Ar4 1 12 x 1x3/4 - 5 50 0.583 11/16 1 31/32 212 x 11/2 x 1 1 10 1.356 7/8 21/16 15.18 1 12 x 1 x 12 5 50 0.460 6/16 13116 31/32 212 x 1 1/4 x 212 1 10 1.961 121/32 231/32 .1 11116 1 12 x 314 x 1 12 5 50 0.680 1 532 1 19/64 1 532 212 x 1 1/4 x 2 1 10 1.673 - 17/16 2 4554 `-1 11/16 1 12 x 3/4 x 1 114 5 50 0.661 31/32 1 1/4 1 1/16 212 x 1 x2 V2 1 10 1.961 121/32 37/32 1 11/16 1 12 x 314 x 1 5 50 0.591 27/32 1516 1 1/16 212 x 314 x 212 1 10 1.961 121/32 37/16 1 11/16 1 12 x 314 x 3/4 5 50 0.583 11/64 1-1/32 31/32 3 x 3 x 4 f 8 6.396 3 21/32 3 21/32 29/16 1 12 x 314 x 12 J 50 _ 0.460 9/16 .1�5h 6 31132 3 x 3 x 212 - 1 10 2.351 111/16 111 /16 1 31/32 1 12 x 12 x1 12 -5 50 0.680 1 5/32 131154 1 532 3 x 3 x 2 - --- _ - -1 -- 10 - --- 2270 - 17/16 --17/16 -131/32-- -112x12x1 40 40 0.610 - -='' -'- 3 x3x112 1 - 10 - 2.024 13116 13116 -12N32 " 2 x 2 x 3 8 8- 3.110- -- 3 x 3 x 1.114 1 10 1.939 31/32 31132 ':15954 2 x 2 x 212 1. 10 1.961 2 2 111/16 3 x 3 x 1- 1 10 •1.757 7/8 718 15954 2 x 2 x 1 12 5 40 0.893 314 3/4 1 332 3 x 3 x 3/4 1 10 1.691 3/4 3/4 1 13h 6 2 x 2 x 1 1/4 5 40 0.763 11/16 11/16 11/8 3 x 3 x 12 1 10 1.542 9/16 9/16 111/16 2 x 2 x 1 5 40 0.673 12 12 1 332 3 x 212 x 3 1 10 2744 17/8 2 518 17/8 2 x 2 x 314 5 40 0.624 7/16 7/16 1 532 3 x 212 x 2 12 1 10 2351 1 11/16 213132 1 31132 2x 2 x 1/2 - 5 40 0.551 5116 5116 11/8 3 x 212 x 2 . 1 10 : 2270 17/16 21/8 1 3M2 2 x 1 12 x 2 5 40 1.352 1318 1 37/64 1 318 3 x 212 x 1 12 1 10 2.024 13/16 17/8 12932 2 x 1 12 x 1 12 5 40 1.097 1 1/32 1 19+54 1 11/32 3 x2 IRx 1 1/4 1 10 1.939 31/32 1 314 15954 20 1 12 x 11/4 5 40 1.013 31/32 13116 1 318 3 x 212 x 1 1 10 1.757 7/8 1 518 15954 2 x 1 12 x 1 5 40 1.023 13116 11/16 15116 3 x 212 x 314 1 10 1.691 314 1 17132 113/16 2 x 1 12 x 3/4 5 40 0.960 11/16 11/16 1 1/4 3 x 2 x 3 - 1 10 2.744 17/8 31/16 17/8 2 x 1 12 x 14; 5 40 0.850 518 15116 1 1/4 3 x 2 x 212 1 10 2351 111/16 2 2332 131/32 20 1 1/4x2 5 40 1.352 1318 1 2532 1 318 3 x 2 x 2 1 10 2270 17/16 29/16 131/32 2 x 1 1/4 x 11/2 5 40 1.097 11/32 13S 1 11132 3 x 2 x 1 12 1 10 2.024 13/16 25/16 1 2932 2 x 1 1/4 x 11/4 5 40 1.013 31/32 13116 13/8 ' 3 x 2 x 1 1/4 1 10 1.939 31/32 23116 15964 2 x 1 1/4 x 11 5 40 1.023 13116 1 W32 15116 ' 3 x 2 x 1 1 10 1.757 7/8 2 1 5.9164 2 x 1 1/4 x 3/4 5 40 0.960 11/16 1 532 1 114 3 x 1 1/20 1 10 2744 17/8 39/16 1 7/8 2 x 1 1/4 x 12 5 40 0.850 518 1564 1 1/4 ' 3 x 1 1/2x21/2 1 10 2.351 111/16 35/16 1 31/32 2 x 1 x 2 5 40 1.352 1318 125132 1 318 ' 3 x 1 12 x 2 1 10 2270 17/16 31/8 1 31/32 "2 x 1 x 1 12 50 50 1.150 - - 3 x 1 12 x 1112 1 10 2.024 13116 225132 1 29/32 2 x 1 x 1 5 40 1.023 27/32 1 W32 1 11/32 *3x1 1/4x3 1 10 2744 17/8 323,32 17/8 2 x 3/4 x 2 5 40 1.352 13/8 13/4 1318 3 x 1 x 3 1 10 2.744 17/8 3 29/32 17/8 2x 12 x 2 5 40 1.352 13/8 17/8 1 318 3 x 314 x 3 1 10 2.744 17/8 41/32 17/8 212x212x3 1 10 2.744 2518 2518 17/8 4x4x3 1 8 5.714 21132 21/32 212 212 x 212 x 2 1 10 1.673 17/16 17/16 1 11/16 4 x 4 x 212 1 8 5.361 1 25/32 1202 219/32 212x212x112 1 10 1.460 13/16 13116 11932 4x4x2 1 8 4.880 112 112 27116 212 x2 1)2 x 11/4 1 10 1.341 1 1 1 39/64 4 x 4 x 1"1/2 1 8 4.985 13116 13116 29/16 212 x 212 x 1 1 10 1.356 7/8 7/8 1 518 4 x 4 x 1 1/4 1 8 4.715 1332 1332 212 212 x 212 x 314 1 10 1.258 314 314 1 31 /64 4 x 4 x 1 1 8 4.502 15116 15116 2,9M6 212 x 212 x 12 1 10 1.081 12 12 1 12 4 x 4 x 3/4 1 16 2.393 13%32 1332 25/16 212 x 2 x 212 1 10 1.961 121/32 2 1 11/16 4 z 4 x 12 1 16 2296 12 12 2516 212 x 2 x 2 1 10 1.673 17/16 23164 1 11/16 4 x 3 x 4 1 8 6.396 213132 3 21/32 235/64 212 x2 x 1 12 1 10 1.460 13116 13/4 1 1932 4 x 3 x 3 1 8 5.714 21132 31/32 212 2.12 x 2 x 11/4 1 10 1.341 1 1 11/16 139/64 4 x 3x2 1)2 1 8 5.361 125"32 2 29/32 21W32 212 x 2 x 1 1 10 1.356 7/8_ 19/16 15/8 4 x 3 x 2 1 8 4.880 1 12 2 23,32 27/16 212 x 2 x 314 1 10 1258 3/4 1 318 131/64 4 x 212 x 4 1 8 6.396 213/32 41/16 235/64 212 x 2 x 12 1 10 1.081 12 111/22 11/2 4 x 212 x 212 1 8 5.361 125132 35/16 219/32 212 x 1 12 x 212 1 10 1.961 121/32 221/32 1 11/16 4 x 2 x 4 1 8 6.396 21332 412 235/64 0 12 Elkhiol Produr.i3 Corporation Asubse?ry A,)ast tnrls^. ' Gol adon _ ----- Cad Fume Urf `Fic:o OpW. -.omh factory forpi:e and delvery uN -ut & Cast Pre�tjre Fittings Tees & Plugs WROT CAST 111-2 Street Tee Copper to Fitting to Copper i C '1 A - B �I CxFTG. xC Nominal Size Box Master Approx. Dim. Dim. Dim. In Inches Quantity Pack Net Wt. A B C 1/2 50 500 0.069 3/8 11132 11/32 3/4 25 250 0.170 1/2 17116 15/32 " Cast Bron: e 011.v 'Fa -toy Optnrr-consufl factory for pri-.i uio dErvery infa•mation. WROT CAST 114-B BaseboardjTe!P 4714-B Copper to Female N.P.T. Nominal Size `Box � Master Approx. Dim. Dim: Dim.' In Inches Quantity Pack Net Wt. A B WROT 40 360 0.110 - -1/2 x 1/8 x 3/4 CAST 180 ' =' 111 3/4 x 1/8 x 3/4 Tee -cont. 250 - - 4711 "1 x 1/8 x 1 15 90 Copper to Copper to Copper "1 1/4 x 1/8 x 11/4 - Nominal Size Box Master Approx. Dim. Dim. Dim. In Inches Quantity Pack Net Wt. A B C 4 x 2 x 2 1 8 4.880 1 1/2 3 17/32 2 7/16 4 x 1 x 4 1 8 6.396 2 13/32 59132 225/64 '5 x 5 x 4 1 6 6.950 27/64 27/64 215/16 '5 x 5 x 3 1 6 5.604 19/16 19/16 215/16 '5 x 5 x2 1/2 1 6 5.511 1 13/32 113132 215/16 '5 x 5 x 2 1 6 4.824 15/64 15/64 27/8 '5 x 5 x 11/2 1 6 4.479 27132 27/32 27/8 '5 x 5 x 1 1/4 1 6 4.276 3/4 3/4 27/8 '5 x 5 x 1 1 6 4.050 21/32 ; 21/32 27/8 '5 x 5 x 314 1 6 3.841 5/8 : 5/8 27/8 '5 x 4 x 5 1 1 10.087 237/64 41/8 29132 '5 x 4 x 4 1 1 8.101 21/8 324/64 215116 '6 x 6 x 5 :'_ 1 1 11.580 2 45/64 245/64 �3 7/16 '6 x 6 x 4 1 1�- 10.132 . 213/64 213/64 � 3 7/16 '6 x 6 x 3 1 1 8.093 111/16 111/16 37/16 '6 x 6 x 21/2 1 1 7.663 17/16 17/16 37/16 '6 x 6 x 2 1 1 7.132 1 17/32 117/32 37116 '6 x 6 x 1 1/2 1 6 6.716 15/16 15/16 37/16 '6 x 6 x 1 1/4 1 6 6.454 13116 13/16 '3 7/16 '6 x 6 x 1 1 6 6.168 11/16 11/16 37/16 '6 x 6 x3/4 1 6 5.885 518 5/8 37/16 '6 x 6 x'1/2 1 6 5.668 11/32 11/32 311/32 '6 x 4 x 6 1 1 13.252 31/8 423/32 311/16 '6 x 4 x 4 1 1 10.103 213/64 43/16 37/16 '8 x 8 x 6 1 1 26.140 31/16 31/16 41/2 '8 x 8 x 5 1 1 23.380 29/16 29/16 4112 '8 x 8 x 4 . 1 1. 20.706 21/16 2 1/16 49/16 '8 x 8 x 3 1 1 18.308 1 1/2 11/2 41/2 '8 x 8 x 21/2 1 1 17.650 1 23/64 1 23/64 49/16 '8 x 8 x 2 1 1 17.199 1 1/16 1 1/16 41/2 '8 x 6 x 6 1 1 25.984 31116 41/2 41/2 WROT CAST 111-2 Street Tee Copper to Fitting to Copper i C '1 A - B �I CxFTG. xC Nominal Size Box Master Approx. Dim. Dim. Dim. In Inches Quantity Pack Net Wt. A B C 1/2 50 500 0.069 3/8 11132 11/32 3/4 25 250 0.170 1/2 17116 15/32 " Cast Bron: e 011.v 'Fa -toy Optnrr-consufl factory for pri-.i uio dErvery infa•mation. WROT CAST 114-B BaseboardjTe!P 4714-B Copper to Female N.P.T. Nominal Size `Box � Master Approx. Dim. Dim: Dim.' In Inches Quantity Pack Net Wt. A B "1/2 x 1/8 x 1/2 40 360 0.110 - -1/2 x 1/8 x 3/4 20 180 ' =' ' 0.170- 3/4 x 1/8 x 3/4 25 250 - - 0.144 =' 1/2 1 U32 '4. V2 "1 x 1/8 x 1 15 90 0.390 "1 1/4 x 1/8 x 11/4 - 45 0,440 . WROT CAST 116 Fitting End Plug For Fitting Nominal Size Box Master Approx. Dim. In Inches Quantity Pack Net Wt. A -3/8 50 -10000.010 1/16 1/2 100 1000 0.016 3/32 3/4 50 500 0.036 1/8 1 25 250 0.059 5/32 Elkhart Products Corporation 13 t �: C �raratrw,oye �' p �'ra'tar�r. Item Model Rod Size Shk Dia Shk Lgth 20 GST .750 1.'4-20 1/4 1 3/4 21 GST 100 1%4-20 i 1,4 1 22 GST 200 1;4-20 li4 2 23 GST 300 1,4-20 1 '4 3 2= GST 600 1/4-20 1,4 1 6 Wood SAMMYS � Item M#1 Model 100 #14 1,14 Nut Driver Seepage H for Stainless Steel (Item #100) See Page 3 for installation instructions. 1,14 SW Nut Driver (Item 4102) Sammy —1 TGI Joist / Truss Consult truss manufacturer for recommended installation point. (See "Special Notes" on "pc4• Pj (Wood Flooring - —Sammy •--� �-+ Wood Joist Minimum 2- imbedment into base material for NFPA 13 compliance r Item # Model Rod Size Shk Dia Shk Lgth: i FM Test Load, Ib. UL/FM Pipe Size I Actual Pullout 10 GST .75 3/8-16 1/4 1 1 564# - 6 Ply 11 'GST 10 3/8-16 1/4 1 210# 7/16 OSB 670# - 3/4- Ply 12 GST 20 3%8-16 1/4 2 j 940# 3/4-2 1/2 1760# - Fir 27 GST 25.380 3/8-16 3/8 2 1/2 2113# - Fir 13 GST 30 3�8-16 1/4 3 1475# 3/4-4 2060# - Fir '03 'GST 40 3/8-16 1/4 4 i 1= 1GST 60 3/8-16 i 1/4 6 i See Page 3 for installation instructions. 1,14 SW Nut Driver (Item 4102) Sammy —1 TGI Joist / Truss Consult truss manufacturer for recommended installation point. (See "Special Notes" on "pc4• Pj (Wood Flooring - —Sammy •--� �-+ Wood Joist Minimum 2- imbedment into base material for NFPA 13 compliance r —+ Sammy Sheetrcck Ceiling .Ilk -Il you = . see a. ca:, .> X 7.899.: 'J. JCO r 2 Wood - Sammys Installations Not less than 2" nominal width (i� Installation per NFP k 13 Lower face of f beam or joist — Sammy For vertical use. Install in center of lower face. m co n E :e m • u � u � • _ v c o a e z c "c S r C L CL a a Note: Alust be installed with appropriate nut driver to comply with warranty. 1-1 L Wood SIDEWINDERS Item # i Model Rod Size Shk Dia UL Test UL/FM Shk Lgth Load, Ib. Pipe Size I Actual Pullout Shk Lgth! Actual Pullout Item # I Model Rod Size Shk Dia 300 SWG 200 1/4 20 ! 1/4 21 17250 - Fr Seepage 11 for Stainless Steel Item # i Model Rod Size Shk Dia UL Test UL/FM Shk Lgth Load, Ib. Pipe Size I Actual Pullout 18 :SWG 10 3/8-16 1/4 1 19 SWG 20 3/8-16 1/4 - 1 1725# - Fr 26 SWG 25-380 3/8-16 3/8 2 1/2 750# 2 2249# - Fr 25 SWG 30 3/8-16 1/4 1 3 1 1I M fastening through gusset plates, use the SWD 20 (see page 5) Installations "Item Model 101 1 #14SW f #14 SW Nut Driver (Item #101) — Sidewinder TGI Joist/ Truss Consult truss manufacturer for recommended installation point (See "Special Notes - on 'page l') Not less than 2" nominal width t1� WOOD INSTALLATION INSTRUCTIONS Sidewinder GST & SWG —See diagram figures 1-4,11-14 on page 14 and 15. (Self drilling & self -tapping into wood) Step 1: Insert the appropriate nut driver into a 3/8" or 1/2" portable drill: (a) Use #14 for GST for 3/8" and 114" rod; (b) use #14SW for SWG, and for GST for 1/2" rod. Step 2: Insert the screw into the nut driver. Now you are ready to install the screw. Step 3: Position drill and begin installation: (a) for installing GST drill should be in a vertical position; (b) for installing SWG drill should be in a horizontal position at a right angle to the struc- tural member. Step 4: When the nut driver spins freely on the cap of the screw installation is complete. Step 5: Screw is now ready to receive 114", 3/8", 112" or metric all thread rod or bolt stock. Eye protection should be worn at all times when installing this product. For horizontal use. Minimum 2 1/2" from bottom for branch lines Minimum 3" from bottom for main lines. Note: Must be installed with appropriate nut driver to comply with warranty. \ T E E* e E e _ e Y v L tl e o_> _20 oEa L CL W + Sidewinder Wood - Sidewinders 3 F -I FIG. Z'ADJUSTABLE RING HANGER FIG. 2 NFPA A-DJUS TABLE REV(3 HANGER WITTH REDUCED ROD SIZE I - Size Range - "�9- - 6 :ncpi-ze. 'vfcfenal - Ca7:)07: SZEE�. til::. Gaiva:Ze_ zo &cl� s:;ec:.Zca7:cn. i-:_,:-::f;0rl - :-C7 52n2.-8' =oses. nl-,: des:cn pe77n::S na7_C27 aC;`S!.-MEn: 2:Te7 %2ns:cn C7: slv;;-.V-2! nanCZ: eas::v re^ over. A pproucls - Un-cier.=;iers' Laboratorlesliszec* a=* a=r,; Muru2s_ng inee--:-g approveC. Conic`:' -:s Spec: cai: n WW -H-1, 71E, type IV, and ")_4an-_27C!_a:!0n SCC:e_ Mc--4yr.z-,.-n J ernnerature - 630'- F-mish - Ga.*ivanized a--,-: Staiin!ess See'.. Order B,; - =:sU72 and 7--::;,e s:ze. rtu es- - -:s used --en NF_-�A -04d sig is requested. _1.1-2- nut is used when N.F?A rod si'=-g is rert--cs:ed. .%*L -^%-X. APPROX. AA, _ IG -H7. ?=-H 200 PLOE ROD STOCK RE C. -G.2 s L=- SIZE A 8 c s=_ LOAD LES. F:G. 2 N-r?A —3- 118 2-518 1,3!"S 16Ea x 1 0-00 17 17 77 3/8 ._.0 i8 2-5/8 1-1/8 16S.a x 1 is i8 -LAW I!2 IT 3-7!8 8 i x 1 4 -00 2- 21 6 ��Y- 93 9- IJM9 1/2- 5 - 3/4 4.1 1-5/8 1 ka x 1 -3 -6 6.^0 �7 16 .600 3 7-3/8 5- !!i 2-1-1/8 1 4-s- a x I 3/i 6 600 52 50 . _5 8* --L '81 .. 7�� L -7a — 5 5";8** 9 6-1!8 2-1/4 12ga x 1-1; 0- 1960 97 95 9,50 rtu es- - -:s used --en NF_-�A -04d sig is requested. _1.1-2- nut is used when N.F?A rod si'=-g is rert--cs:ed. FIG. 99 T THper- AD R 0 D CUT TO LEN i H Size Range - 318 //8 Inch rod iin - --Mc:i izc: eme^.s. Mcier'cI - 'a --on S:eei =Mcxi;r , 750':- an-4 3C°=an-4 See?. Order By - . �_-e ___-�be_, ciiame e-, r-^/ s-' M.. t- LOAD LBS. a= •- 750• 1_30 10.0 5/8 181CD 1610 3; = 2710 2420 7!8 3770 3360 `l�. ALL Ts LREA D ROD U i LENGTHS Size Range - !^_ Lu =•1;2 inch rod in 20-'-D- Material 0" D -Material - carbon Steel Maxirrnsm s ermnera� fre - 750°F Finish - Pidir, F_iec.{' O-Ge!va: :zee, ---.Id S;r-Iess S±ee?. Order By - Fis-ure numbe_, rcd diz:.e_e., and ^m _ish. ?►+qX P.F.C. LOAD LSS. APPROX ROD FOR SERViCF =-E-►4S WEIG-hT SZZ- 650•F :a0•F I rq 100 FT. 3/8 610 _ 540 29 _V 12':.•.r'�`i3(3.. 1010'.:;;`:==:�.�=:�3�?_ 5/8 1810 1610 84 7/8 3770 3360 164 1 - VT 8000 71-40 40 r�360 �- loll �cO 0 INCORPORATED �� c3Aci4A. CA • MMT -5599 FIG. 65 AND FIG. 66 REVERSIBLE C- ! YTE BEAM CLAMPS THROAT OPENINGS Size Range - :c. 65' 3/8 t 8/8 .., .. rac Size Range - o,,. 2,/ _..... ,..._.. . C_a_:,o-•. S`_eei wit` ^a-cen2c c'.:-) x:n_ set screw and ann nut . . unc- On - Pecom—encec 4cr i a -g ^g ro steel _ea- w; -ere iar_ce ...iciness cces net exceed °;'°" t- t=e_tures - . _... st22 cors -recon eli;~i^a:es s:..:c:_rai ce ictencies associa ec %; :m casting rpe oeam ciamps. Mav oe used on `:op or ro_tcrn -lapse o; t^e peat :. (Be veiec liv allows hangingg-row top flange w^ere clearance is ::recti May be insta ie c wit set screw in up or down position. Ouse: c esigr pe=. 01's uni'mitea ,cc aciUs-Meng oy aloto ng `he roe .o oe threaeec cor.-Dieteiy ...-ough the ciarno. Open design rer..,.ts inspec-Zon ofthread engage- nent. Application Note - =is. 65: add 1.1/2" to roc ie^sM W en c a-mp s to be IseC in set Screw up position. Fist 66: add 2" to rod lens-^ toiler clamp is to be used in se screw up pCsinor. Approvals - Underu,iters' l_abo-atop es listed'ane F ac"tory Mutual .r.,ncdneenng approved. Corsoirms to-Fe_erai S?ec• cat:On VIL-" T -H -171E, ty_ a 23, and Manuacturers Stancareizat o*+ Society SP 69, tyke 19 an 23. S::ceecs requirements o -ne Nat.cnai -'-e Protection Association UM7P.40, Pamphlet =3, 3;'8" roc wi? support i./2 ..._L pipe, 1; 2" roc will suppor`_ V2 thru 8" pipe. Finish - Piam. Eiectro-Gaivanizec. HDG. and Statnles5 Steel. OrderBy - Figure number, rod size; and fi n:sh. 3 AND 1-1/4" S it c FIG. 65 FIG. 65 TABLE FIG- 966 ROD MAX. APPROX. SIZE PIPE REC. WEIGHT A SILK. R c D E F LOAD LBS. POO 100 3/8 1/2 - 4 1 - 3/16 31" 1 7/16 1 1500 28 �T97'n =: i7'a=:_405'07-77755-7. 40x0._::. ' p� FIG. 66 TASL ROD ALaY APPROX. SIZE PIPE REr—W EIGIT A site B e D E F LOAD LBS. PER 100 3/j 1;'2 - 4 1 - J/ 2. 6 1 - 1/4 1 7/16 1 1500 32 5/S - 10 1 - 1/21 - 1/4 1 -9/16 1 - ?%^ - 4050 - - 61 Ecco . k i ATA i Lel ' ] 0 Product Information HangerMatee Threaded Rod Anchoring System Purlin Steel Steel Wood 11-41 S O �E LISTED � lv LISTED Art wxtel AR KIAM .fir..Z / C Elco Cat. No. ZE800 Elco Cat. No. ZE815 Elco Cat. No. ZE819 Elco Cat. INo. ZE830 For Side Attachment To For Side Attachment To For Side Attachment To For Side Attachment To 16 Gauge - 14 Gauge Steel Steel Up To 1/4' Steel Up To 1/4' Wood Joists Or Beams Tapped To Accept 3/8-16 Threads Tapped To Accept 3/8-16 Threads Tapped To Accept 3/8-16 Threads Tapped To Accept 3/8-16 Threads 'Supplied With 5/16-18 Hex Nuts Supplied With 5/16-24 Hex Nuts Concrete/Masonry and Wood Concrete/Masonry and Wood Wood Only T2Z1,) A [jr d k F M LL Elco Cat. No. ZE455 Elco Cat. No. ZE560 Elco Cat. No. ZE710 For Attachment To For Attachment To For Attachment To Concrete/Masonry And Wood Concrete/Masonry And Wood Wood Joist And Beams Tapped To Accept 1/4.20 Threads Tapped To Accept 3/6-16 Threads Tapped To Accept 3/8-16 Threads Approved For 3/4'-4' Diameter Pipe SteeVMetal SteeVMetal SteeVMetal Purlin/Light Gauge Steel IS c r VLISTED AR iypa LISTEDF M LISTED Art whoa ....o.m Art wroa 1��" F M Elco Cat. No. ZE405 Elco Cat. No. ZE605 Elco Cat. No. ZE609 Elco Cat. No. ZE655 For Attachment To For Attachment To For Attachment To For Attachment To Steel Up To 1/4' Steel Up To 1/4' Steel Up To 1/4' The Bottom Of Purlins Tapped To Accept 1/4-20 Threads Tapped To Accept 3/8-16 Threads Tapped To Accept 3/8-16 Threads Tapped To Accept 3/8-16 Threads 5/16-24 Hex Nuts Required For Light Supplied Wrth 5/16.18 Hex Nuts Gauge Applications .wlu may. •Z<:�C�A7E See reverse for 110. product installation components, narfnrmanro anrf wprrpMv Infnrmatinn 1�d I pressure relief valves I Series 53L/3L Poppet type pressure relief valves for protection against excessive pressure Model 53 - without test lever. • Sizes: 1h" and 3/a" (13 and 19 mm), NPT male inlet x NPT female (drain) outlet. • Pressure range 75-175 psi (5.2 - 12.1 bars). • Standard pressure relief setting is 75 psi (517.1 kPa). Optional settings 50, 125 or 150 psi (3.4, 8.6, or 10.3 bars). Model 53L - same as Model 3L except 1/2" (13 mm) inlet/outlet. Includes test lever. ANSI Z21.22 "Relief Valves and Automatic Gas Shut-off Devices" Design certified by AGA and CGA Listed. Does not comply with ASME Model FP53L - for fire protection grid systems; protects against excessive pressure from thermal expansion or line surge. Size: 'h" (13 mm). Pressure relief set at 175 psi (12.1 bars). UL Listed. Model 3L - ASME rated, design certified by I AGA; CGA listed. MIL Spec MIL -V-136-10 Type 1. Size: 3/4" (19 mm), NPT male inlet x NPT female (drain) outlet. ASME construction and tested, listed and certified by the National Board of Boiler and Pressure Vessel Inspectors. Pressure range 75-150 psi (5.2 - 10.3 bars). Standard setting 75 psi (517.1 kPa). Optional setting 100, 125, 150 psi (6.9, 8.6, 10.3 bars). Used in conjunction with Model 210 gas shut-off valve. requirements. For additional information, request ES -530-111 or ES-FP53L. Series 30 Pressure relief valves • Pressure relief only.. Model 30L - with test lever; not diaphragm activated. Size: 1h" (13 mm), NPT male inlet x female (drain) outlet. Standard pressure setting 75 psi (5.17 bars). Optional settings .100, 125 and 150 psi (6.9, 8.6, 10.3 bars). Series 530 Calibrated pressure relief valves • Adjustable pressure relief range 50-175 psi (3.4 - 12.1 bars). • Designed for use as protection against excessive pressure build-up in systems containing water, oil and air. • Model 5')OFP - for fire protection systems. Model 5300A Poppet -type, compact by-pass relief valve • Bronze body construction. • "T" handle facilitates pressure adjustment. r4i Model 30L -Z1 - well system relief valve. Capacity 20 gpm (76 1pm) at 10 psi API ( 68.9kPa) over 75 psi (516.7 kPa) set pressure. Model N30L - with test lever. Pressure range, 30-60psi (206.7-413.4 kPa). Standard settings, 30-45 psi (206.7-310 kPa). Model N30 - without test lever. Pressure range 5-25 psi (34.5-172.4 kPa).,30L For additional information, request ES -530/11 L Specify -cations • Sizes: 1h" or 3/4' (13-19 mm), NPT male inlet x 1h" (13 mm) NPT female (drain) outlet. • Maximum pressure 300 psi (20.7 bars). • Maximum temperature 180°F (820C). For additional in formation, request ES -530. 530 Specifications • Size: '/z" (13 mm), NPT male inlet x female outlet. • Pressure range 0-250 psi (0-17.2 bars). For additional in formation, request ES -5301111. 5300A Wl 13 BALL VAL4ES United Ball Valves are designed and have been tested for applications from low pressure cold water to 200 lbs. of steam pressure. They proyide-a tight seal through this full range of conditions. They are ideally suited where quick shut off (1/4 turn) is necessary. Ball Valves are suitable for service as indicator valves. The "on-off" status can be determined by handle position. All Ball Valves feature a milled stem and external nut to connect lever to stem for strength and alignment. 200 lbs. WSP @ 406°F Max 400 lbs. WOG 100% Pressure Tested Screwed Ends Plated Lever with Vinyl Hand Grip Standard Packing Chamber Blow Out Proof Stem Non -Asbestos Packing 1/4 - 1/2 Full Flow 3/4 - 2" Large Port Diameters Body Material: Bronze Conforming to ASTM B62 Bronze Ball 80SS Ball Valve with Stainless Steel Ball 80W13C Ball Valve with Chromed Bronze Ball AM SIZE A B 80 C 80 D 80 E F SHIP WE (lbs.) QUAN. PER CTN. 1/4' 3/8 155/64' 59/64' 15/16' 1 35/64' 3 5/16' .52 12 3/8' . 318 155/64" 59/64' 15/16' 1 35/64' 3 5/16' .52 12 1/2' 1/2. 2 11/64' '.1 1/16' 1 7/64' 2 9/32' 4 15/64' 78 X12 314' 5/8 2 33/64'.. 1 13/64' 1 5/16' 2 3/8' 4 15/64' .98 , r.=.. ; 12 1' 13/16917/64' • ' -1.43164' 119/32" 2 35/64' 4 15/64' 1.59 6 1 1/4' 1 73 31/64' 123/32" 149/64' 3 3/16' 5 15/32' 2.47 4 '1 1/2' 1 114 3 31/32' 161/64' 2 1/64' 3 3/8' 5 15132' 3.50 4 2' 1 1/2 413/32' 2 9/64' 217/64' 3 9116' 5 15/32' 5.00 2 1 SWING CHECK VALVES This swing check valve is built for tight seal on backflow through a broad range of back pressures. It is made with substantial wall thicknesses to give long lasting service. The 99 is standard with a metal disc that rotates on the carrier to continuously provide sure seating. Not recommended for pulsating or vibrating service. 125 lbs. WSP @ 350°F Max 200 lbs. WOG 100% Pressure Tested Screwed Ends Metallic Disc for General Service Body Material: Bronze Conforming to ASTM B584 -C84400 Sizes: 1/4" - 2" tiU Install in horizontal position only. Do not install laying on side. Keep seat clean. Size 1/4' 3/8' 1/2' 3/4' 1' 1 1/4' 1 1/2' 2' A 157/64- 1 57/64' 2 9/64' 2 33/64' 3 1/32' 3 29/64' 3 13/16' 4 7/16' B 1 7/32' 1 7/32' 1 9/32' 1 17/32' 2 1/16' 2 13/64' 2 13/64' 255/64' Ship Wt. (lbs.) .45 .45 .58 .81 1.62 1.81 2.41 3.42 Quan. Unit Pack 12 12 12 .12 6 6 4 4 Ouan. Per Case 60 60 60 60 30 18 12 12 210 No. 210 Swing Check Valve with 3/32" orifice in Clapper for use on automatic pressure switch line of fire pump installation as required by NFPA No. 20A-7-5.2.1 No. 210S Special with 1/32" Hole in Clapper for use in Anti -Freeze Loop NFPA 13 5-5-A No. 210A Swing Check Valve with 1/8" orifice 4-1-�1119MISCELLANEOUS FIRE PROTECTION VALVES GAUGE TEST VALVE Permits an inspector to check the accuracy or replace a gauge without shutting down the whole line. r -r Screwed Bonnet 200 lbs. WSP 400 lbs. WOG Screwed Ends Sizes 1/4" Body Material: ASTM B584-084400 Size 1/4' A 1 3/4' 8 147/6-4" C 2 15/32' Ship M. Qbs.) .34 Quan. Per Ctn. 25 HOSE VALVE Ruggedly constructed for fire protection service, this Chicago Pattern Hose Valve is (9listed. It is equipped with a 24S rubber disc for tight shut off under cold water conditions. Shipping weight 3.3 Ibs PART NO. THREADS No. 30 1 x 1 1/2 NH No. 30 HVS 1 x 1 1/2 NPSH 300 lbs. WOG @ 180"F Max 100% Hydrostatic Tested Heavy Handwheel Replaceable Rubber Disc for Water Service Screwed Ends Rising Stem � O Screwed Bonnet _1" Male Pipe Thread Inlet x 1 1/2" Male Hose Thread Outlet (Specify Hose Thread if other than those above) Body Material: Bronze Conforming to ASTM B584 -C84400 Approved by the New York City Board of Standards and Appeals Under Calendar No. 1079 -81 -SA. Quantity Per Ctn.: 2 BALL DRIP VALVE Used in the sprinkler industry to relieve pipe of excess water and to prevent freezing. 200 lbs. WOG Sizes: 1/2" and 3/4" Shipping Weights: 1/2" - 0.43 lbs. 3/4" - 0.56 Ibs. Duanity Per Ctn.: 12 Valve unseats only by force of gravity causing 235 ball to fall off seat. Use only in horizontal position. Do not use with more than one ft. of head (water pressure) on ball check. - L' .- �-v GLOBE & ANGLE VALVES These valves are designed for general service where tight shut off and frequent use are desired. They are especially recommended for use with steam, air, oil, water and gas service, where non-metallic discs are suited. 126S 1267 126SB with Bronze Handwheel 126TS with Bronze Handwheel 125SB with Bronze Handwheel 125TB with Bronze Handwheel A swivel disc holder permits disc to wear evenly and provide a tight seal under full load conditions. They are constructed so that they can be repacked with the valve in the fully .opened position, while under full pressure. These valves feature easily replaceable non-metallic discs, non -asbestos packing, and heavy duty rugged construction. A choice of discs is available to make these valves suitable for most applications. 125S 1257 125TPW with Plastic Handwheel 125SPW with Plastic Handwheel 126TPW with Plastic Handwheel 126SPW with Plastic Handwheel 125 lbs. WSP 0 350°F Max 1/4' 200 lbs. WOG 0 180°F Max 1/2' 100% Pressure Tested (soft disc) 1 1' Screwed Ends 1/2' Rising Stem 125S & 126S Swivel Disc Holder E) Listed for fire sprinkler Ventilated Aluminum Alloy service. 2' size only. Hand Wheel Approved by the New Available with Plastic Hand York City Board of 4 11/16' Standards and Appeals Wheel Through 1" under Calendar Body Material: Bronze Conforming No. 1079 -81 -SA. to ASTM 8584-C84400 Equipped with No. 125SD 3' Rubber Disc and rated 3 23/32' for 200 WOG service C (closed) (No Steam). 3 1/8' Recommended for fire 1257 & 1267 sprinker service. 125T equipped with 5 1/2' Teflon' disc for general service including steam 125S 1257 125TPW with Plastic Handwheel 125SPW with Plastic Handwheel 126TPW with Plastic Handwheel 126SPW with Plastic Handwheel For Replacement Discs See Page 49 5 Size 1/4' 3r8' 1/2' 3/4' 1 1' 1 1/4-11 1/2' 2' A 1 3/4' 1 27/32' 2 ' 7/32' 2 15/32' 12 31/32' 3 9/16' 4, 1/16' 4 11/16' No. B 1 314' 1 3/4' 2 1/32' 2 318-12 3/4' 3' 3 23/32' 3 23/32' 125S 125 T C (closed) 3' 3 1/8' 3 3/8' 3 1/Y 3 5/8' 4 3/4' 5 1/2' 5 1/2' SHIP _ Wt. (Ibs.) .44 .56 .80 1.00 1.81 2.57 3.69 5.88 A 27/32' 15/16' 1 3/32' 1 7/32' 1 15/32' 1 3/4' 2' 2 11/32' No. B 1 3/4' 1 3/4' 2 1/32' 2 3/8' 2 3/4' 3' 3 23/32' 3 23/32' 126S 126 T C (voseo 2 3/4' 3' 3 1/8' 3 1/4' 3 19/32' 4 1/2' 5 1/4' 5 5/8' SHIP Wt (lbs.) .44 .56 .69 .94 1.76 2.5 3.26 5.32 Quan. Unit 12 12 12 6 6 4 2 2 Pack Quan. Per 60 60 72 60 36 24 12 12 Case For Replacement Discs See Page 49 5 tqCDFire &Building Products Direct Sales (Central): Tel: (800) 523-6512 / Fax: (215) 362-5385 Distribution Sales (Gem/Star): Tel: (800) 558-5236 / Fax: (800) 877-1295 Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Series LFII Residential Concealed Pendent Sprinklers, Flat Plate 4.2 K -factor General Description The Series LFII (TY2596) Residential Concealed Pendent Sprinklers are decorative, fast response, fusible sol- der sprinklers designed for use in resi- dential occupancies such as homes, apartments, dormitories, and hotels. The cover plate assembly conceals the sprinkler operating components above the ceiling. The flat profile of the cover plate provides the optimum aestheti- cally appealing sprinkler design. In ad- dition, the concealed design of the Se- ries LFII (TY2596) provides 1/4 inch (6,4 mm) vertical adjustment. This ad- justment reduces the accuracy to which the fixed pipe drops to the sprin- klers must be cut to help assure a perfect fit installation. The Series LFII are to be used in wet pipe residential sprinkler systems for one- and two-family dwellings and mo- bile homes per NFPA 13D; wet pipe residential sprinkler systems for resi- dential occupancies up to and includ- ing four stories in height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occu- pancy per NFPA 13. The Series LFII (TY2596) has a 4.2 (60,5) K -factor that provides the re- quired residential flow rates at reduced pressures, enabling smaller pipe sizes and water supply requirements. The Series LFII (TY2596) has been designed with heat sensitivity and water distribution characteristics proven to help in the control of residen- tial fires and to improve the chance for occupants to escape or be evacuated. The Series LFII (TY2596) Residential Concealed Pendent Sprinklers are shipped with a Disposable Protective Cap. The Protective Cap is temporarily removed for installation, and then it can be replaced to help protect the sprinkler while the ceiling is being in- stalled or finished. The tip of the Pro- tective Cap can also be used to mark the center of the ceiling hole into plas- ter board, ceiling tiles, etc. by gently pushing the ceiling product against the Protective Cap. When the ceiling in- stallation is complete the Protective Cap is removed and the Cover Plate Assembly installed. WARNINGS The Series LFII (TY2596) Residential Concealed Pendent Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the integrity of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted relative to any questions. RPI Identification Number SIN TY2596 Technical Data Approvals: UL and C -UL Listed. Maximum Working Pressure: 175 psi (12,1 bar) Discharge Coefficient: K = 4.2 GPM/psis/2 (60,5 LPM/barli2) Temperature Rating: 160°F/71 °C Sprinkler with 135°F/57°C Cover Plate Vertical Adjustment: 1/4 inch (6,4 mm) Finishes: Cover Plate: Flat White, Bright White, Chrome, or Custom Physical Characteristics: Body . . . . . . . . . . . . . . Brass Cap . . . . . . . . . . . . . . Bronze Saddle . . . . . . . . . . . . . Brass Sealing Assembly . . . . . . . . . . . . . . . Beryllium Nickel w/ Teflont Soldered Link Halves . . . . . Nickel Lever . . . . . . . . . . . . . Bronze Compression Screw . . . . . . Brass Deflector . . . . . . . . . . . Bronze Guide Arm Frame . . . . . . Bronze Guide Arms . . . . . Stainless Steel Support Cup . . . . . . . . . . Steel Cover Plate . . . . . . . . . Copper Retainer . . . . . . . . . . . . Brass Cover Plate Ejection Spring . . . . . . . . . . . . . . . . Stainless Steel tDuPont Registered Trademark Page 11 of 4 JULY, 2002 'TFP44+0 Page 2 of 4 0 TFP440 Operation When exposed to heat from a fire, the Cover Plate, which is normally sol- dered to the Support Cup at three points, falls away to expose the Sprin- kler Assembly. At this point the Deflec- tor supported by the Arms drops down to its operated position. The fusible link of the Sprinkler Assembly is com- prised of two link halves that are sol- dered together with a thin layer of sol- der. When the rated temperature is reached, the solder melts and the two link halves separate allowing the sprin- kler to activate and flow water. Design Criteria The Series LFII (TY2596) Residential Concealed Pendent Sprinklers are UL and C -UL Listed for installation in ac- cordance with the following criteria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturer's recommendations that may be accept- able to the Authority Having Jurisdic- tion. System Type. Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Table A as a function of temperature rating and the maximum allowable coverage areas. The sprin- kler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as speci- fied in NFPA 13D or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is to be the the four most hydraulically de- manding sprinklers. The minimum re- quired discharge from each of the four sprinklers is to be the greater of the following: • The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and the maxi- mum allowable coverage area. • A minimum discharge of 0.1 gpm/sq. ft. over the "design area" comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by the four sprinklers. Obstruction To Water Distribution. Locations of sprinklers are to be in J (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K -factor. Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. The sprin- klers are to be installed relative to the ceiling mounting surface as shown in Figure 3. Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the length of the coverage area (Ref. Table A) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). Installation The Series LFII (TY2596) must be in- stalled in accordance with the follow- ing instructions: NOTES Damage to the fusible Link Assembly during installation can be avoided by handling the sprinkler by the frame arms only (i.e., do not apply pressure to the fusible link Assembly). to 14 ft. lbs. (9,5 to 19, 0 Nm). A maxi- mum of 21 ft.lbs. (28,5 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in an Escutcheon Plate by under- or over -tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. Step 1. The sprinkler must only be installed in the pendent position and with the centerline of the sprinkler per- pendicular to the mounting surface. Step 2. Remove the Protective Cap. Step 3. With pipe thread sealant ap- plied to the pipe threads, and using the W -Type 18 Wrench shown in Figure 2, install and tighten the Sprinkler/Sup- port Cup Assembly into the fitting. The W -Type 18 Wrench will accept a 1/2 inch ratchet drive. Step 4. Replace the Protective Cap by pushing it upwards until it bottoms out against the Support Cup. The Protec- A leak tight 1/2 inch NPT sprinkler joint tive Cap helps prevent damage to the Deflector and Arms during ceiling in - should be obtained with a torque of 7 stallation and/or during application of a�- Minimum Flow (b) and Minimum Flow (b) and Maximum Maximum Residual Pressure Residual Pressure Coverage Area (a) Spacing Ft. For Horizontal Ceiling (Max. 2 Inch Rise For Sloped Ceiling (Max. 8 Inch Rise Ft. x Ft. (in xm) (m) for 12 Inch Run) for 12 Inch Run) 160°F/71°C 160°Ff71°C Sprinkler Sprinkler 12 x 12 (3,7 x 3,7) 13 GPM (49,2 LPM) 9,6 psi (0,66 bar) 18 GPM (68,1 LPM) 18.4 psi (1,27 bar) 14 x 14 (4,3 x 4,3) t!182 14 GPM (53,0 LPM) 11.1 psi (077 bar) 18 GPM (68,1 LPM) 18.4 psi (1,27 bar) 16 x 16 (4,9 x 4,9) 16 GPM (60,6 LPM) 14.5 psi (1,00 bar) 18 GPM (68,1 LPM) 18.4 psi (1,27 bar) 18 x 18 (5,5 x 5,5) 1 (5,5) 20 GPM (75,7 LPM) 22.7 psi (1,57 bar) N/A 20 x 20 (6,1 x 6,1)(6,1) 20 24 GPM (90,8 LPM) 32.7 psi (2,25 bar) N/A (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K -factor. Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. The sprin- klers are to be installed relative to the ceiling mounting surface as shown in Figure 3. Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the length of the coverage area (Ref. Table A) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). Installation The Series LFII (TY2596) must be in- stalled in accordance with the follow- ing instructions: NOTES Damage to the fusible Link Assembly during installation can be avoided by handling the sprinkler by the frame arms only (i.e., do not apply pressure to the fusible link Assembly). to 14 ft. lbs. (9,5 to 19, 0 Nm). A maxi- mum of 21 ft.lbs. (28,5 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in an Escutcheon Plate by under- or over -tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. Step 1. The sprinkler must only be installed in the pendent position and with the centerline of the sprinkler per- pendicular to the mounting surface. Step 2. Remove the Protective Cap. Step 3. With pipe thread sealant ap- plied to the pipe threads, and using the W -Type 18 Wrench shown in Figure 2, install and tighten the Sprinkler/Sup- port Cup Assembly into the fitting. The W -Type 18 Wrench will accept a 1/2 inch ratchet drive. Step 4. Replace the Protective Cap by pushing it upwards until it bottoms out against the Support Cup. The Protec- A leak tight 1/2 inch NPT sprinkler joint tive Cap helps prevent damage to the Deflector and Arms during ceiling in - should be obtained with a torque of 7 stallation and/or during application of a�- TFP440 Page 3 of 4 NOW BODY SPRINKLER - SEALING (1/2" NPT) SUPPORT CUP J ASSEMBLY CAP ASSEMBLY NPT ADJUSTMENT FITTING SPRINKLER I WRENCHING AREA SADDLE SUPPORT COMPRESSION CUP WITH 1-7/8"+1/8" SCREW ROLL FORMED THREADS LEVER GUIDE ARM 3/32" GAP t3,2 mm) SOLDER LINK ELEMENT GUIDE ARM ' FRAME DEFLECTOR ~ ' r - ` r (OPERATED DEFLECTOR POSITION) SPRINKLER/SUPPORT CUP ASSEMBLY V THREAD INTO RETAINER SUPPORT CUP CD WITH THREAD UNTIL MOUNTING CD DIMPLES SURFACE IS 1-1/8" (28,6 mm)) FLUSH WITH RETAINER SUPPORT CUP EJECTION CEILING SPRING COVER PLATE/RETAINER SOLDER 1 I COVER TABS (3) ASSEMBLY PLATE (82,6 mm) TIP FIGURE 1 FIGURE 3 SERIES LFII (TY2596) RESIDENTIAL INSTALLATION DIMENSIONS /PROTECTIVE CAP/ACTIVATED DEFLECTOR CONCEALED PENDENT SPRINKLER WRENCH RECESS V PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 2 W -TYPE 18 SPRINKLER WRENCH f 2-1/2" DIA. SPRINKLER - (63,5 mm) 1/4" (6,4 mm) FACE OF SUPPORT CUP 1/2" THREADED SPRINKLER ASSEMBLY NPT ADJUSTMENT FITTING I ERATED ASgRINKLER 1-7/8"+1/8" COVER (47,6 mm PLATE 3/32" GAP t3,2 mm) RETAINER (2,4 mm) V 7/8" (22,2 mm) COVER- SPRINKLER- MOUNTING 1-1/8" (28,6 mm)) RETAINER SUPPORT CUP 3/16 SURFACE ASSEMBLY ASSEMBLY (4,8 mm) 1 I 3-1/4" DIA. _ DISPOSABLE DEFLECTOR IN (82,6 mm) TIP PROTECTIVE CAP OPERATED POSITION FIGURE 3 SERIES LFII (TY2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER INSTALLATION DIMENSIONS /PROTECTIVE CAP/ACTIVATED DEFLECTOR Page 4 of 4 the finish coating of the ceiling. It may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Cap. NOTE As long as the protective Cap remains in place, the system is considered to be "Out Of Service". Step 5. After the ceiling has been com- pleted with the 2-1/2 inch (63 mm) diameter clearance hole and in prepa- ration for installing the Cover Plate As- sembly, remove and discard the Pro- tective Cap, and verify that the Deflector moves up and down freely. If the Sprinkler has been damaged and the Deflector does not move up and down freely, replace the entire Sprin- kler assembly. Do not attempt to mod- ify or repair a damaged sprinkler. Step 6. Screw on the Cover Plate As- sembly until its flange comes in con- tact with the ceiling. Do not continue to screw on the Cover Plate Assembly such that it lifts a ceil- ing panel out of its normal position. If the Cover Plate Assembly cannot be engaged with the Mounting Cup or the Cover Plate Assembly cannot be en- gaged sufficiently to contact the ceil- ing, the Sprinkler Fitting must be repo- sitioned. Care and Maintenance The Series LFII (TY2596) must be maintained and serviced in accord- ance with the following instructions: NOTES Absence of an Escutcheon Plate may delay the sprinkler operation in a fire situation. Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection sys- tem must be obtained from the proper authorities and all personnel who may be affected by this action must be no- tified. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be shipped or stored where the tempera- ture will exceed 100°F/38°C and they must never be painted, plated, coated, or otherwise altered after leaving the factory. Modified or over heated sprin- klers must be replaced. Care must be exercised to avoid dam- age - before, during, and after instal- lation. Sprinklers damaged by drop- ping, striking, wrench twist/slippage, or the like, must be replaced. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. NOTE The owner must assure that the sprin- klers are not used for hanging of any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly installed and maintained under normal use and service. This warranty will ex- pire ten (10) years from date of ship- ment by Tyco Fire Products. No war- ranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in ac- cordance with applicable Standards of the National Fire Protection Associa- tion, and/or the standards of any other Authorities Having Jurisdiction. Mate- rials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. TFP440 IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY AND FIT- NESS FOR A PARTICULAR PUR- POSE. Ordering Procedure When placing an order, indicate the full product name. Contact your local dis- tributor for availability.. Sprinkler Assembly: Series LFII (TY2596), K=4.2, Residen- tial Concealed Pendent Sprinkler with- out Cover Plate Assembly, P/N 51-122-1-160. Cover Plate Assembly: Cover Plate Assembly having a (spec- ify) finish for the Series LFII (TY2596), K=4.2, Residential Concealed Pen- dent Sprinkler, P/N (specify). Chrome .................. P/N 56-122-9-135 Bright White ............... P/N 56-122-4-135 Flat White ................ P/N 56-122-5-135 Custom .................. P/N 56-122-X-135 Sprinkler Wrench: Specify: W -Type 18 Sprinkler Wrench, P/N 56-000-1-265. TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 tqCUFire & Building Products Direct Sales (Central): Tel: (800) 523-6512 / Fax: (215) 362-5385 Distribution Sales (Gem/Star): Tel: (800) 558-5236 / Fax: (800) 877-1295 Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Series LFI/ Residential Horizontal Sidewall Sprinklers 4.2 K -factor General Description The Series LFII (TY1334) Residential Horizontal Sidewall Sprinklers are decorative, fast response, frangible bulb sprinklers designed for use in residential occupancies such as homes, apartments, dormitories, and hotels. When aesthetics and optimized flow characteristics are the major con- sideration, the Series LFII (TY1334) should be the first choice. The Series LFII are to be used in wet pipe residential sprinkler systems for one- and two-family dwellings and mo- bile homes per NFPA 13D; wet pipe residential sprinkler systems for resi- dential occupancies up to and includ- ing four stories in height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occu- pancy per NFPA 13. The Series LFII (TY1334) has a 4.2 (60,5) K -factor that provides the re- quired residential flow rates at reduced pressures, enabling smaller pipe sizes and water supply requirements. The recessed version of the Series LFII (TY1334) is intended for use in areas with finished walls. It employs a two-piece Style 20 Recessed Escutch- eon. The Recessed Escutcheon pro- vides 1/4 inch (6,4 mm) of recessed adjustment or up to 1/2 inch (12,7 mm) of total adjustment from the flush mounting surface position. The adjust- ment provided by the Recessed Es- cutcheon reduces the accuracy to which the pipe nipples to the sprinklers must be cut. The Series LFII (TY1334) has been designed with heat sensitivity and water distribution characteristics proven to help in the control of residen- tial fires and to improve the chance for occupants to escape or be evacuated. WARNINGS The Series LFtI (TY1334) Residential Horizontal Sidewall Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the integrity of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted relative to any questions. Sprinkler/Model Identification Number SIN TY1334 Technical Data Approvals: UL and C -UL Listed. Maximum Working Pressure: 175 psi (12,1 bar) Discharge Coefficient - r1% = 4.2 GPM/psili2 (60,5 LPM/barli2) Temperature Rating: 155°F/68°C or 175°F/791C Finishes: White Polyester Coated, Chrome Plated, or Natural Brass Physical Characteristics: Frame . . . . . . . . . . . . . Brass Button . . . . . . . . . . . . . Bronze Sealing Assembly . . . . . . . . . Beryllium Nickel w/Teflont Bulb . . . . . 3 mm dia. Glass Compression Screw . . . . . Bronze Deflector . . . . . . . . . . . Copper tDupont Registered Trademark Operation The glass Bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass Bulb allowing the sprinkler to activate and flow water. Page 1 of 6 JULY, 2002 TFP410 Page 2 of 6 Design Criteria The Series LFII (TY1334) Residential Horizontal Sidewall Sprinklers are UL and C -UL Listed for installation in ac- cordance with the following criteria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturer's recommendations that maybe accept- able to the local Authority Having Ju- risdiction. System Type. Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Table A and B as a func- tion of temperature rating and the maximum allowable coverage areas. The sprinkler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as specified in NFPA 13D or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is to be the the four most hydraulically de- manding sprinklers. The minimum re- quired discharge from each of the four sprinklers is to be the greater of the following: • The flow rates given in Table A and B for NFPA 13D and 13R as a func- tion of temperature rating and the maximum allowable coverage area. • A minimum discharge of 0.1 gpm/sq. ft. over the "design area" comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by the four sprinklers. Obstruction To Water Distribution. Locations of sprinklers are to be in accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. The sprin- klers are to be installed with an end -of - deflector -boss to wall distance of 1- 3/8 to 6 inches or in the recessed po- sition using only the Style 20 Re- cessed Escutcheon as shown in Figure 2. In addition the top -of -deflector -to -ceil- ing distance is to be within the range (Ref. Table A or B) being hydraulically calculated. Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the width of the coverage area (Ref. Table A) being hydraulically calculated (e.g., maximum 12 feet fora 12 ft. x 12 ft. coverage area, or 16 feet fora 16 ft. x 20 ft. coverage area). Maximum Maximum Coverage Spacing Minimum Flow (c) and Residual Pressure Area tel Ft Top -Of -Deflector- To- Ceiling: Top -Of -Deflector- To- Ceiling: Width x Length (b) (m) Ft x Ft. 4 to 6 Inches (100 to 150 mm) 6 to 12 Inches (100 to 150 mm) (mxm) 155°F/68°C 175°Fl79°C 155°F/681C 175°F/79°C 25.0 psi (1,72 bar) 12 x 12 12 12 GPM (45,4 LPM) 12 GPM (45,4 LPM) 13 GPM (49,2 LPM) 13 GPM (49,2 LPM) (3,7 x 3,7) (3,7) 8.2 psi (0,57 bar) 8.2 psi (0,57 bar) 9.6 psi (0,66 bar) 9.6 psi (0,66 bar) 14 x 14 14 14 GPM (53,0 LPM) 16 GPM (60,6 LPM) 17 GPM (64,3 LPM) 18 GPM (68,1 LPM) (4,3 x 4,3) (4,3) 11.1 psi (0,77 bar) 14.5 psi (1,00 bar) 16.4 psi (1,13 bar) 18.4 psi (1,27 bar) 16 x 16 16 16 GPM (60,6 LPM) 16 GPM (60,6 LPM) 18 GPM (68,1 LPM) 18 GPM (68,1 LPM) (4,9 x 4,9) (4,9) 14.5 psi (1,00 bar) 14.5 psi (1,00 bar) 18.4 psi (1,27 bar) 18.4 psi (1,27 bar) 16 x 18 16 19 GPM (71,9 LPM) 19 GPM (71,9 LPM) 21 GPM (79,5 LPM) 21 GPM (79,5 LPM) (4,9 x 5,5) (4,9) 20.5 psi (1,41 bar) 20 (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Width (backwall where sprinkler is located) x Length (horizontal throw of sprinkler). (c) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K -factor. Refer to Hydraulic Design Criteria Section for details. (d) Sidewall sprinklers, where installed under a ceiling with a slope greater than 0 inch rise for a 12 inch run to a slope up to 2 inch rise for 12 inch run, must be located per one of the following: • Locate the sprinklers at the high point of the slope and positioned to discharge down the slope. • Locate the sprinklers along the slope and positioned to discharge across the slope. TABLE A NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY1334) RESIDENTIAL HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS FOR HORIZONTAL CEILING (Maximum 2 Inch Rise for 12 Inch Run) Design Criteria The Series LFII (TY1334) Residential Horizontal Sidewall Sprinklers are UL and C -UL Listed for installation in ac- cordance with the following criteria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturer's recommendations that maybe accept- able to the local Authority Having Ju- risdiction. System Type. Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Table A and B as a func- tion of temperature rating and the maximum allowable coverage areas. The sprinkler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as specified in NFPA 13D or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is to be the the four most hydraulically de- manding sprinklers. The minimum re- quired discharge from each of the four sprinklers is to be the greater of the following: • The flow rates given in Table A and B for NFPA 13D and 13R as a func- tion of temperature rating and the maximum allowable coverage area. • A minimum discharge of 0.1 gpm/sq. ft. over the "design area" comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by the four sprinklers. Obstruction To Water Distribution. Locations of sprinklers are to be in accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. The sprin- klers are to be installed with an end -of - deflector -boss to wall distance of 1- 3/8 to 6 inches or in the recessed po- sition using only the Style 20 Re- cessed Escutcheon as shown in Figure 2. In addition the top -of -deflector -to -ceil- ing distance is to be within the range (Ref. Table A or B) being hydraulically calculated. Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the width of the coverage area (Ref. Table A) being hydraulically calculated (e.g., maximum 12 feet fora 12 ft. x 12 ft. coverage area, or 16 feet fora 16 ft. x 20 ft. coverage area). .5 psi (1,41 bar) 25.0 psi (1,72 bar) 25.0 psi (1,72 bar) 16 x 20 (4,9 x 6,1) 16 (4,9) 23 GPM (87,1 LPM) 30.0 psi (2,07 bar) 23 GPM (87,1 LPM) 30.0 psi (2,07 bar) 26 GPM (98,4 LPM) 38.3 psi (2,64 bar) 26 GPM (98,4 LPM) 38.3 psi (2,64 bar) Design Criteria The Series LFII (TY1334) Residential Horizontal Sidewall Sprinklers are UL and C -UL Listed for installation in ac- cordance with the following criteria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturer's recommendations that maybe accept- able to the local Authority Having Ju- risdiction. System Type. Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Table A and B as a func- tion of temperature rating and the maximum allowable coverage areas. The sprinkler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as specified in NFPA 13D or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is to be the the four most hydraulically de- manding sprinklers. The minimum re- quired discharge from each of the four sprinklers is to be the greater of the following: • The flow rates given in Table A and B for NFPA 13D and 13R as a func- tion of temperature rating and the maximum allowable coverage area. • A minimum discharge of 0.1 gpm/sq. ft. over the "design area" comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by the four sprinklers. Obstruction To Water Distribution. Locations of sprinklers are to be in accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. The sprin- klers are to be installed with an end -of - deflector -boss to wall distance of 1- 3/8 to 6 inches or in the recessed po- sition using only the Style 20 Re- cessed Escutcheon as shown in Figure 2. In addition the top -of -deflector -to -ceil- ing distance is to be within the range (Ref. Table A or B) being hydraulically calculated. Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the width of the coverage area (Ref. Table A) being hydraulically calculated (e.g., maximum 12 feet fora 12 ft. x 12 ft. coverage area, or 16 feet fora 16 ft. x 20 ft. coverage area). TFP410 Minimum Flow (c) and Residual Pressure Maximum Minimum Flow (c) and Residual Pressure Three sprinkler design when there are more than two sprinklers in a compartment and with the sprinklers located along the slope and positioned to discharge across the slope. Coverage Maximum Maximum Two sprinkler design with the sprinklers at the high point of the slope and positioned to discharge down the slope. Ft Coverage Spacing Top -Of -Deflector- To- Ceiling: (m x m) Area (e) Ft 155°F168°C 175°Fr79°C Width x Length (b) Ft x Ft. (m) 12 (3,7) 16 GPM (60,6 LPM) 14.5 psi (1,00 bar) Top -Of -Deflector- To- Ceiling: Top -Of -Deflector- To- Ceiling: 14 (4,3) (m x m) 16 GPM (60,6 LPM) 14.5 psi (1,00 bar) 4 to 6 Inches (100 to 150 mm) 6 to 12 Inches (100 to 150 mm) 16 GPM (60,6 LPM) 14.5 psi (1,00 bar) 155°F/68°C 175°F1791C 155°F/68°C 175°F/79°C WA 16 x 20 (4,9 x 6,1) 16 (4,9) WA WA 12 x 12 (3,7 x 3,7) 12 (3,7) 12 GPM (45,4 LPM) 8.2 psi (0,57 bar) 12 GPM (45,4 LPM) 8.2 psi (0,57 bar) 13 GPM (49,2 LPM) 9.6 psi (0,66 bar) 13 GPM (49,2 LPM) 9.6 psi (0,66 bar) 16 (4,9 x 4,9) 14 x 14 (4,3 x 4,3) 14 (4,3) 14 GPM (53,0 LPM) 11.1 psi (0,77 bar) 14 GPM (53,0 LPM) 11.1 psi (0,77 bar) 17 GPM (64.3 LPM) 16.4 psi (1,13 bar) 17 GPM (64.3 LPM) 16.4 psi (1,13 bar) 16 (4,9) 19 GPM (71,9 LPM) 20.5 psi (1,41 bar) 16x 21 GPM (79,5 LPM) 25.0 psi (1,72 bar) 21 GPM (79,5 LPM) 25.0 psi (1,72 bar) 16 x 20 (4,9 x 6,1) 16 (4,9) 24 GPM (90,8 LPM) 32.7 psi (2,25 bar) 24 GPM (90,8 LPM) 32.7 psi (2,25 bar) 26 GPM (98,4 LPM) 38.3 psi (2,64 bar 26 GPM (98,4 LPM) 38.3 psi (2,64 bar) (a) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Width (backwall where sprinkler is located) x Length (horizontal throw of sprinkler). (c) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K -factor. Refer to Hydraulic Design Criteria Section for details.. TABLE B NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY1334) RESIDENTIAL HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS FOR SLOPED CEILING (2 Inch Rise for 12 Inch Run to 8 Inch Rise for 12 Inch Run) Minimum Flow (c) and Residual Pressure Maximum Maximum Three sprinkler design when there are more than two sprinklers in a compartment and with the sprinklers located along the slope and positioned to discharge across the slope. Coverage Spacing Area (8) Ft Width x Length (b) Ft x Ft. (m) Top -Of -Deflector- To- Ceiling: (m x m) 4 to 6 Inches (100 to 150 mm) 155°F168°C 175°Fr79°C 12 x 12 (3,7 x 3,7) 12 (3,7) 16 GPM (60,6 LPM) 14.5 psi (1,00 bar) 16 GPM (60,6 LPM) 14.5 psi (1,00 bar) 14 x 14 (4,3 x 4,3) 14 (4,3) 16 GPM (60,6 LPM) 14.5 psi (1,00 bar) 16 GPM (60,6 LPM) 14.5 psi (1,00 bar) 16 x 16 (4,9 x 4,9) 16 (4,9) 16 GPM (60,6 LPM) 14.5 psi (1,00 bar) 16 GPM (60,6 LPM) 14.5 psi (1,00 bar) 16 x 18 (4,9 x 5,5) 16 (4,9) WA WA 16 x 20 (4,9 x 6,1) 16 (4,9) WA WA 16 (4,9 x 4,9) 16 (4,9) 16 GPM (60,6 LPM) 14.5 psi (1,00 bar) 16 GPM (60,6 LPM) 14.5 psi (1,00 bar) 18 GPM (68,1 LPM) 18.4 psi (1,27 bar 18 GPM (68,1 LPM) 18.4 psi (1,27 bar) 16 x 18 (4,9 x 5,5) 16 (4,9) 19 GPM (71,9 LPM) 20.5 psi (1,41 bar) 19 GPM (71,9 LPM) 20.5 psi (1,41 bar 21 GPM (79,5 LPM) 25.0 psi (1,72 bar) 21 GPM (79,5 LPM) 25.0 psi (1,72 bar) 16 x 20 (4,9 x 6,1) 16 (4,9) 24 GPM (90,8 LPM) 32.7 psi (2,25 bar) 24 GPM (90,8 LPM) 32.7 psi (2,25 bar) 26 GPM (98,4 LPM) 38.3 psi (2,64 bar 26 GPM (98,4 LPM) 38.3 psi (2,64 bar) Minimum Flow (c) and Residual Pressure Maximum Maximum Three sprinkler design when there are more than two sprinklers in a compartment and with the sprinklers located along the slope and positioned to discharge across the slope. Coverage Spacing Area (8) Ft Width x Length (b) Ft x Ft. (m) Top -Of -Deflector- To- Ceiling: (m x m) 4 to 6 Inches (100 to 150 mm) 155°F168°C 175°Fr79°C 12 x 12 (3,7 x 3,7) 12 (3,7) 16 GPM (60,6 LPM) 14.5 psi (1,00 bar) 16 GPM (60,6 LPM) 14.5 psi (1,00 bar) 14 x 14 (4,3 x 4,3) 14 (4,3) 16 GPM (60,6 LPM) 14.5 psi (1,00 bar) 16 GPM (60,6 LPM) 14.5 psi (1,00 bar) 16 x 16 (4,9 x 4,9) 16 (4,9) 16 GPM (60,6 LPM) 14.5 psi (1,00 bar) 16 GPM (60,6 LPM) 14.5 psi (1,00 bar) 16 x 18 (4,9 x 5,5) 16 (4,9) WA WA 16 x 20 (4,9 x 6,1) 16 (4,9) WA WA Page 4 of 6 TFP410 Components: 5 3 2 1 1 - Frame WRENCH 2- Button Assembly FLATS 3- Sealing Assembly i0 4- Bulb 5- Compression Screw TOP -OF- 6 Deflector g* 4 7/16" (11,1 mm) DEFLECTOR NOMINAL 2-7/8" DIA. * Temperature rating ,I IMAKE-IN (73,0 mm) is indicated on top of Deflector. EW ENTERLINE 7/16" WATERWAY (11,1 mm) STYLE 20 1/2" NPT RECESSED 1-518" ESCUTCHEON END -OF- (41,3 mm) ESCUTCHEON DEFLECTOR 2-1/4" PLATE SEATING BOSS (57,2 mm) SURFACE RECESSED FIGURE 1 SERIES LFII (TY1334) RESIDENTIAL HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS MOUNTING , PLATE END -OF - DEFLECTOR 1/8" BOSS (3,2 mm) 1.3/8" (34,9 mm) 1/2" (12,7 mm) 1.1/8" (28,6 mm) 1/4" (6,4 mm) FIGURE 2 STYLE 20 RECESSED ESCUTCHEON FOR USE WITH THE SERIES LFII (TY1334) RESIDENTIAL HORIZONTAL SIDEWALL SPRINKLER /P\ WRENCH RECESS (END "A" USED FOR TY1334) FIGURE 3 W -TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 4 W- TYPE 7 RECESSED SPRINKLER WRENCH 7/16±1/8" (11,113,2 mm) MOUNTING FACE OF SURFACE SPRINKLER FITTING TOP -OF- CLOSURE DEFLECTOR TY1334 2-7/8" DIA. (73,0 mm) 2-1/4" DIA. a (57,2 mm) 7/16" I (11,1 mm) MOUNTING , PLATE END -OF - DEFLECTOR 1/8" BOSS (3,2 mm) 1.3/8" (34,9 mm) 1/2" (12,7 mm) 1.1/8" (28,6 mm) 1/4" (6,4 mm) FIGURE 2 STYLE 20 RECESSED ESCUTCHEON FOR USE WITH THE SERIES LFII (TY1334) RESIDENTIAL HORIZONTAL SIDEWALL SPRINKLER /P\ WRENCH RECESS (END "A" USED FOR TY1334) FIGURE 3 W -TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 4 W- TYPE 7 RECESSED SPRINKLER WRENCH TFP410 Installation The Series LFII (TY1334) must be in- stalled in accordance with the follow- ing instructions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1116 inch (1,6 mm). A leak tight 112 inch NPT sprinkler joint should be obtained with a torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- mum of 21 ft. lbs, (28,5 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in an Escutcheon Plate by under- or over -tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. The Series LFII Horizontal Sidewall Sprinklers must be installed in ac- cordance with the following instruc- tions. Step 1. Horizontal sidewall sprinklers are to be installed in the horizontal position with their centerline of water- way perpendicular to the back wall and parallel to the ceiling. The word `TOP' on the Deflector is to face towards the ceiling with the front edge of the De- flector parallel to the ceiling. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W -Type 6 Sprinkler Wrench (Ref. Figure 3). With reference to Figure 1, the W -Type 6 Sprinkler Wrench is to be applied to the wrench flats. The Series LFII Recessed Horizontal Sidewall Sprinklers must be installed in accordance with the following in- structions. Step A. Recessed horizontal sidewall sprinklers are to be installed in the horizontal position with their centerline of waterway perpendicular to the back wall and parallel to the ceiling. The word `TOP" on the Deflector is to face towards the ceiling. Step B. After installing the Style 20 Mounting Plate over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step C. Tighten the sprinkler into the sprinkler fitting using only the W -Type 7 Recessed Sprinkler Wrench (Ref. Figure 4). With reference to Figure 1, the W -Type 7 Recessed Sprinkler Wrench is to be applied to the sprinkler wrench flats. Step C. After the wall has been in- stalled or the finish coat has been ap- plied, slide on the Style 20 Closure over the Series LFII Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the wall. Care and Maintenance The Series LFII (TY1334) must be maintained and serviced in accord- ance with the following instructions: NOTES Absence of an Escutcheon Plate may delay the sprinkler operation in a fire situation. Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection sys- tem must be obtained from the proper authorities and all personnel who may be affected by this action must be no- tified. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be shipped or stored where the tempera- ture will exceed 100°F/38°C and they must never be painted, plated, coated, or otherwise altered after leaving the factory. Modified sprinklers must be re- placed. Sprinklers that have been ex- posed to corrosive products of com- bustion, but have not operated, should be replaced if they cannot be com- pletely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). Page S of 6 The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. NOTE The owner must assure that the sprin- klers are not used for hanging of any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster, otherwise, non- operation in the event of a fire or inad- vertent operation may result. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Page 6 of 6 Limited Warranty TFP410 Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly installed and maintained under normal use and service. This warranty will ex- pire ten (10) years from date of ship- ment by Tyco Fire Products. No war- ranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in ac- cordance with applicable Standards of the National Fire Protection Associa- tion, and/or the standards of any other Authorities Having Jurisdiction. Mate- rials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE /N LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED, INCLUDING WARRANTIES OF MERCHANTABILITY AND F1 NESS FOR A PARTICULAR PUR- POSE, Ordering Procedure When placing an order, indicate the full product name. Contact your local dis- tributor for availability.. Sprinkler Assembly: Series LFII (TY1334), K=4.2, Residen- tial Horizontal Sidewall Sprinkler with (specify) temperature rating and (specify) finish, P/N (specify). 155°F/68'C or Chrome Plated......... P/N 51-211-9-155 155°F/68'C White Polyester........ P/N 51-211-4-155 155'F/68'C Natural Brass.......... P/N 51-211-1-155 175°F/79'C or Chrome Plated......... P/N 51-211-9-175 175°F/79°C White Polyester ........ P/N 51-211-4-175 175T/79°C Natural Brass .......... P/N 51-211-1-175 Recessed Escutcheon: Specify: Style 20 Recessed Escutch- eon with (specify) finish, P/N (specify). 1/2' (15 mm) Style 20 Chrome Plated ......... P/N 56-705-9-010 1/2' (15 mm) Style 20 White Color Coated ............... P/N 56-7054-010 1/2' (15 mm) Style 20 Bright Brass Coated ............... P/N 56-705-2-010 Sprinkler Wrench: Specify: W -Type 6 Sprinkler Wrench, P/N 56-000-6-387. Specify: W -Type 7 Sprinkler Wrench, P/N 56-850-4-001. TYCO FIRE PRODUCTS 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 ELECTRICAL J VS R -F VANE TYPE WATERFLOVI ALARM SWITCH WITH RETA.:3D Potter Electric Signal Company Potter Electric Signal & Mfg. LTC 2081 Craig Road • P.O. Box 28480 1967 Leslie Street St.Louis, MO 63146-4161 Don Mills, Ontario, Canada M3B: M3 (314) 878-4321 • (800) 325-3936 (416) 441-1833 U.S. PAT. NO. 3921989 CANADIAN PAT. NO. 1009680 OTHERS PATENTS PENDING POTTER ELECTRIC, Rd., 1990 UL, ULC and CSFM LISTED, NYBSA, FM and LPC APPROVED Service Pressure: Up to 450 PSI Minimum Flow Rate for Alarm: 10 GPM Maximum Surge: 18 FPS Contact Ratings: Two sets of S.P.D.T. (Form C) 10.00 Amp � 125/250VAC 2.00 Amp � 0-30VDC Resistive Conduit Entrances: Two knockouts provided for 1/2" conduit Environmental Specifications: • Suitable for indoor or outdoor use with factory installed gasket and die cast housing. • NEMA 4 Rated Enclosure - use with appropriate conduit tilting • Temperature Range: 40'F/120'F, 4.5'C/49'C • Noncorrosive sleeve factory installed in saddle Caution: This device is not intended for applications in explosive environm nts Sizes Available: Pipe schedules 10 thru 40 sizes 2" thru 8" BS 1387 pipe 50mm thru 200mm Service Use: Automatic Sprinkler NFPA-13 One or two Family Dwelling NFPA-13D Residential Occupancies up to 4 Stories NFPA-13R National Fire Alarm Code NFPA-72 Optional: Cover•Tamper Switch Kit, Stk. No. 0090018 GENERAL INFORMATION The Model VSR-F is a vane type waterflow switch for use.on wet sprinkler systems. It is UL Listed and FM approved for use on steel pipe; schedules 10 through 40 sizes 2" thru 8'. LPC approved sizes are 2" thru 8" (50mm thru 200mm). The unit may also be used as a sectional waterflow detector on large systems. The unit contains two single pole, double throw, snap action switches and an adjustable, instantly recycling pneumatic retard. The switches are ac- tuated when a flow of 10 gallons per minute or more occurs downstream of the device. 1liu How condition mull exist for;t punod of limn neces::ary to overcome the selected retard penod. ENCLOSURE: The ,unit is enclosed in a general purpose, die-cast housing. The cover is held in place with two tamper resistant screws which require a special key for removal. A field installable cover tamper switch is available as an option which may be used to indicate unauthor- ized removal of the cover. See Bulletin N5400775 for installation insinic- lions of this switch. INSTALLATION: See Fig.2 These devices may be mounted on a horizontal or vertical pipe . On horizontal pipe they should be installed on the top side of thi: pipe where they will be accessible. The units should not be installed ;ithin 6 inches of a fitting which changes the direction of the waterfl ;w or within 24 inches of a valve or drain. Drain the system and drill a hole in the pipe using a circular say * in a slow speed drill. The 2' and 2 1/2' devices require a hole with a Iiam- eter of 1 1/4' + 1/8' - 1/16'. All other sizes require a hole \ -ith a diameter of 2' t 1/8'. Clean the in;;idc pipe of all growth or other material for a di:; 3neo equal to the pipe diameter on either side of the hole. Roll the vane so that it may be inserted into the hole; do not band or crease it. Insert the vanes so that the arrow on the saddle po.-its in the direction of the waterflow. Install the saddle strap and It lhten nuts alternately to an eventual 50 ft -lbs. of torque (see Fig. 2) The vane must not rub the inside of the pipe or bind in any way. PRINTED IN USA MKT. 110000001 - REV J PAGE 1 OF 2 MFG. N5400761 • 1/95 VSR-F POVANE TYPE WATERFLOW 00 SWITCH WITH RETARD FIG. 1 SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL OP p� CM. /971-1 CAUT10N AN UNINSULATED SECTION OF A SINGLE CONDUCTOR IS NOT PERMITTED TO BE LOOPED AROUND THE TERMINAL AND SERVE AS TWO SEPARATE CONNECTIONS. THE WIRE MUST BE SEVERED TO SERVE AS TWO SEPARATE CONNEC- TIONS, THEREBY PROVIDING SUPERVISION OF THE CONNEC- TIONS ONNEDTIONS IN THE EVENT THAT THE WIRE BECOMES DISLODGED FROM UNDER THE TERMINAL. FIG. 2 RETARD ADJUSTMENT: TO CHANGE TIME TURN KNOB (En FOR DESIRED TIME DELAY. USE Ti AMOUNT OF RETARD NECESSARY 1 FALSE ALARMS. A -B" SETTING IS ADEQUATE FOR THIS. FACTORY 1: TO INSTALL. DRILL A HOLE AS INI PIPE SIZE HOLE SIZI 7 TO 2 1/2- 1 1/4- + 1/8 r TO 10' 2' t 1 /5 DWG. 1761-30 DO NOT LEAVE COVER OFF FOR EXTENDED PERIOD OF TIME FIG. 3 TYPICAL ELECTRICAL CONNECTIONS LOCAL BELL TRANSFORMER OR BATTERY POWERED OPEN ON ALARM CLOSE ON ALARM SIGNALINC DEVICE TYPICAL SWITCH ACTION OPEN ON '�/ CLOSE ON ALARM ALARM SME 8 (CLASS 8) END -OF -UNE RESiSOR CKT. (SEE NOTE) OPEN ON CLOSE ON EOL ALARM J ALARM RESISTOR SUPERVISED LOOP (SEE NOTE) FROM OPEN ON CLOSE ON TO DEVICES ADD*L CONTROL ALARM ALARM OR RETURN PANEL i TO CONTROL TIGHTEN NUTS ALTERNATELY TO AN EVENTUAL SOFT. -LBS OF TORQUE MOUNT ON PIPE SO ARROW ON SADDLE POINTS IN DIRECTION OF WATERFLOW ROLL PADDLE IN OPPOSITE DIRECTION OF WATERFLOW i0 SETTINGS (IN SECS.) 178C D E -1111—m- 50-70 60-90 NOTE: FOR SUPERVISED CIRCUITS SCE -SWITCH TERMINAL CONNECnONS- DRAWING AND CAUTION NOTE (FIG. 1). OWC. 1761-15 NOTES: 1. The Model VSR-F has two switches, one can be used to operate a central station, proprietary or remote signaling unit, while the other contact is used to operate a local audible or visual annunciator. 2. A condition of LPC Approval of this product is that the electrical entry must be sealed to exclude moisture. TESTING The frequency of inspection and testing for the model VSR-F and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manu- facturer recommends quarterly or more frequently). If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-F is not recommended or advisable. A minimum flow of 10 gpm is required to activate this device. If provided, the "Inspectors Test" valve, that is usually IMPORTANT NOTICE: Please advise the person respon- located at the end of the most remote branch line, should sible for testing of the Fire Protection System that this system always be used for Test purposes. must be tested in accordance with the "Testing" Instructions. PAGE 2 OF 2 MKT. #0000001 - REV J PRINTED IN USA MFG. #5400761 - 1NS �Ir n IV AUDIB&l VISIBLE PEEDY PRODUCTS INC. ALARMS NNLIUATION :Mfv1=,C;�L cr n=S;CEN '�r,L ;N =ICF "MATURES =1 rFCCF CONS 7,LC7CN Y JISTiNCTiV= =,CM ANY C_1 H_=.; GNAL ST. _ .MCUN T:NG 12,N ANY -�P_ F `MALL ;h11NA7c 1 HE NEED FOR, ANY ADDITIONAL S GNS 1 EUIL:ING EXTE:FIOR PRG -V=0 FOR USE IN ALL HARD-OF-HEARING -CUFANCIES AILABL_ 1N 115VAC, 24VCC OF 12%/CC WITH OR T }-'CUT F .ASHER/STROSE ,INT=MANCE-FREE OPE:-.AIION - FULLY ARANTEED FOR 2 YEARS 3y Goodbye to - Water stained walls Ugly signs to spoil esthetics No Mora- - Old-fashioned bells Pipes that clog and freeze NON FADE SHIELDS The SPRINR-LAR`I is the most aaractive and prat:ic :i signal made. It is compact in size and won't compremi: c t -he esthetics of the ex:e. for wall like an e!ectric bell wi: a bird cage, or a water -motor gong. Suggested mounting is directly above the fire departmer t connection. During daylight hours, the hon will direct the Fi.:: Department to the connection as well as ales the occt - Par•ts and passers-by that a fire condition exists. At light, the flasher/strobe can be seen from a distant: to guide the Fire Department to the connection. Polic patrolling an indust,-ial complex or a neighborhood wit.: thzir w'indow's up may not hear the hon, but they will "sc : the light" Since 1980, evcry SPRINT:-LARM is assembled b hand. inspected and tested at the factory. See rever& Sid !nr sperb5cariol s alld r" 'es. 1690 English Street . St. Paul, Minnesota 55109. (612) 772-9022 - FAX (612) 772-1802 A I IUIN6 A I PRICES I JDEL 115 Audible;Visible with incandescent i _ light source. Fiash rate 60 per minute. i 1 - 6 Units S55.00 4 — Signal Specifications 7 - 12 Units 546.00 ODEL 24 Audible cnly Model Number ! Input Voltage j Rated Current dBA @ 10 Feet I Aprovals I , HAL 115 1 15 VAC 0.1 c0 c5 iI !ODEL 115 HNL 115 11 `/AC i 0.1 c0 ZZ UL. ULC, HNL 24 1 8-3'.2 VDC 0. C. Flash rate �a- 55 per minute C=N1, F.M. HNL 12 c 1C.� VDC ' t 0.12 c^ _ . . CSA. CSA. E=- HAS 115 i , V„C i C. -gi c, cit -- .t• -- H4C ?4 ' 18-3 1.2 VDC C." c. L. ULC. C=�1. H�As 12 9-15.9- VDC 0.125 �2 Es,;. FN1, s�= :7_S. ;::,cai CEA at '.0 teet :s measurec in an anecno c cnamcer w,tn nominal ,ncu: voltage. 2. All s-cce,s are :ircv:cec w,:n in -o%..' screw :erm:nais. 3. ::C ncn :ce:s mciude AF suppression to minim,:9 jr.cuceo nc,se on Line ala= lines. a. CC Homs ana scree r,orr.s nave ar. in•rusn ccr,-ent of approx:nateiy 3 ::mes ee cuf7entcunnS initial tum•on. 5. Strobe norn models sr.own,n table are reconmer.cec `or use on cont•.r.Lcus alar- sys:ems. 6. Aoorovais: UL = Uncenwn:ers ccratones, ULC = Uncerwnters Laooratcnes of Canaca. CF.kt - Sta:e of Caidorn,a Fire Marsnal. Flt = Facr:v Mu:ua,. CSA = Canadian Star.ca,cs scc:at,cn, MSA = New Yorx C;-� Boaro ci Stancares and Apceals, 9F= - C;ty of C.%,cavo 7. All lis:in.^, arc ac_rova,s above aro zr '.Yhee ccx ir.c.. wn:cn ir.urac:ures the s,crais used in the S?AINK•LARM. Ordering Information SERIES HAL I PRICES I JDEL 115 Audible;Visible with incandescent i _ light source. Fiash rate 60 per minute. i 1 - 6 Units S55.00 7 - 12 Units 550.00 SERIES HNL ODEL 115 1 - 6 Units S51.00 7 - 12 Units 546.00 ODEL 24 Audible cnly 1 - 6 Units S55.00 7 - 12 Units 550.00 ODEL 1*2 1 - 6 Units S55.00 7 - 12 Units S50.00 SERIES HAS iI !ODEL 115 I 1 - 6 Units S80.00 7 - 12 Units 575.00 ODEL 24 Audible/Visible with 8,000 c.p. strobe. I 1 - 6 Units S65.00 7 - 12 Units S61.00 Flash rate �a- 55 per minute ODEL 12 ! it i 1 - 6 Units S65.00 7 - 12 Units $61.00 • I' I; li t SPEEDY PRODUCTS INC. -1690 English Street - St. Paul, MN 55109 - (612) 772-90: 2 l� • OSYSU-1, -2 OUTSIDE SCREW AND YOKE VALVE SUPERVISORY SWITCH a Potter Electric Signal Company Potter Electric Signal & Mfg., LT .7 2081 Craig Road - St. Louis, MO 63146-4161 55 Glen Cameron Ro,.d (314) 878-4321 - (800) 325-3936 Thornhill, Ontario, Canada L3T 1) 2 www.pottersignal.com (905) 882-18.3 OSYSU-1 Stock No. 1010106 OSYSU-2 Stock No. 1010206 GENERAL INFORMATION The OSYSU is used to monitor the open position of an OS & Y (outside screw and yoke) type gate valve. This device is available in two models; the OSYSU-1, contain- ing one set of SPDT (Form C) contacts and the OSYSU- 2, containing two sets of SPDT (Form C) contacts. These switches mount conveniently to most OS & Y valves ranging in size from 2" to 12". They will mount on some valves as small as 1/2". The cover is held in place by two tamper resistant screws that require a special tool to remove. The tool is furnished with eachdevice and should be left with the building owner or responsible party. Replacement or UL and CSFM LISTED, FM APPROVED and NYMEA ACCEPTED Dimensions: 6.19"L X 2.25"W X 5.88"H 15.7cm L X 5.7cm W X 14.6cm H Weight: 2 lbs (.9 kg) Enclosure: Cover - Die -Cast Finish - Red Spatter Enamel Base - Die Cast Zinc All parts have corrosion resistant finishes Cover Tamper: Tamper resistant screws, Optional cover tamper kit available. Contact Ratings: OSYSU-1: One set of SPDT (Form C) OSYSU-2: Two sets of SPDT (Form C) 15.00 Amps at 125/250VAC 2.50 Amps at 30VDC resistive Environmental Limitations: -40°F to 140°F (-40°C to 60°C) NEMA 4 and NEMA 6P Enclosure (IP67) Indoor or outdoor use (Not for use in hazardou . locations.See Bulletin No. 5400705 OSYS-U-E.: for hazardous locations). Conduit Entrances: 2 knockouts for 1/2" conduit provided Service Use: Automatic Sprinkler NFPA-1: One or two family dwelling NFPA-1 D Residential occupancy up to four stories NFPA-1: R National Fire Alarm Code NFPA-7', additional cover screws and hex keys are available. S. e ordering information on page 4. OPTIONAL COVER TAMPER SWITCH A field installable cover tamper switch is available as a option which may be used to indicate removal of the cover. See ordering information on page 4. TESTING The OSYSU and its associated protective monitoring system should be inspected and tested in accordance with applicable NFPA codes and standards and/or the authority having jurisdiction (manufacturer recommenc . quarterly or more frequently). a PRINTED IN USA MKT. #8820004 - REV J PAGE 1 C'F 4 MFG. #5400979 - 2197 FIG. 1 10SYSU-11-2 PO ot OUTSIDE SCREW AND YOKE VALVE ® SUPERVISORY SWITCH SMALL VALVE INSTALLATION - 1/2" THRU 2 1/2" SIZES THESE SWITCHES MOUNT CONVENIENTLY TO MOST 2" TO 12" OS & Y VALVES. THEY WILL MOUNT ON SOME VALVES AS SMALL AS 1/2". J -HOOKS MAY BE REQUIRED ON VALVES WITH LIMITED CLEARANCE. CLAMP BtiR —� CARPIAGE SOLT — SMALL VALVE INSTALLATION 1. Remove and discard 'C" washer and roller from the trip rod. 2. With the valve in the FULL OPEN position, locate the OSYSU across the valve yoke as far as possible from the valve gland, so that the trip rod lays against the non - threaded portion of the valve stem. 3. Loosen the locking screw that holds the trip rod in place and adjust the rod length (see Fig. 4). When adjusted properly, the rod should extend past the valve screw, but not so far that it contacts the clamp bar. Tighten the locking screw to hold the trip rod in place. NOTE: If trip rod length is excessive, loosen the locking screw and remove the trip rod from the trip lever. Using pliers, break off the one (1) inch long notched section (see Fig. 5). Reinstall trip rod and repeat Step 3 procedure. 4. Mount the OSYSU loosely with the carriage bolls and clamp bar supplied. On valves with limited clearance use J -hooks supplied instead of the carriage bolts and clamp bar to mount the OSYSU. 5. Mark the valve stem at the center of the trip rod. SLOfTED MOUNTING HOLES �— MAY BE USED FOR FINE AC1JUS1MCNT. OF SWITCH Ofd LRAI;I.E1 ECAC'<i-T DWG. #979-3 6. Remove the OSYSU. File a 1/8' deep groove centered on the mark on the valve stem utilizing a 3/16' diameter straight file. Round and smooth the edges of the groove to prevent damage to the valve packing and to allow the trip rod to move easily in and out of the groove as the valve is operated. 7. Mount the OSYSU with the trip rod centered in groove. 8. Final adjustment is made by loosening 2 screws (see Fig. 1) and sliding the OSYSU on the bracket. Adjustment is correct when switches are not activated with the trip rod seated in the valve stem groove and that the switches activate when the trip rod moves out of the groove. 9. Tighten the adjustment screws and all mounting hardware. Check to insure that the rod moves out of the groove easily and that the switches activate within one turn when the valve is operated from the FULL OPEN towards the CLOSED position. NOTE: CLOSE THE VALVE FULLY TO DETERMINE THAT THE STEM THREADS DO NOT ACTIVATE THE SWITCH. THE SWITCH BEING ACTIVATED BY THE STEM THREADS COULD RESULT IN A FALSE VALVE OPEN INDICATION. PRINTED IN USA MKT. 08820004 - REV J PAGE 2 OF 4 MFG. 95400979 - 2/97 OSYSU-1, -2 OUTSIDE SCREW AND YOKE VALV SUPERVISORY SWITCH FIG. 2 LARGE VALVE INSTALLATION - 3" THRU 12" SIZES S.. THRU' 12 V�'+LVE` !.iSE CARRIAGE -- ERA.I%ET BOLTS. CAIRRAGE 13GLTS MOUNT j ON INSIDE OF `T*01,<E, IF THERE CLAMP BAR i5 ,UFFii^IE,,;T CLE.4Rr,.f,IrE. .� I'.-�Rf�:IA.GE DOLTS SLOTTED MOUN T I\I -1 HOLES. MAY BE U'•ED i . FOR FINE ADJUSTMENT �t='LEER OF SWI_I\_H ,." ON BR/,rKf=T. E, L, DWG. ti/979--4 LARGE VALVE INSTALLATION 1. With the valve in the FULL OPEN position, locate the OSYSU across the valve yoke as far as possible from the valve gland, so that the trip rod lays against the non - threaded portion of the valve stem. 2. Mount the OSYSU loosely with the carriage bolts and clamp bar supplied. 3. Loosen the locking screw that holds the trip rod in place and adjust the rod length (see Fig. 4). When adjusted properly, the rod should extend past the valve screw, but not so far that it contacts the clamp bar. Tighten the locking screw to hold the trip rod in place. NOTE: If trip rod length is excessive, loosen the locking screw and remove the trip rod from the trip lever. Using pliers, break off the one (1) inch long notched section (see Fig. 5). Roinstall trip rod and ropoat Stop 3 procoduro. 4. Mark the valve stem at the center of the trip rod. 5. Remove the OSYSU. File a 1/8' deep groove centered on the mark of the valve stem utilizing a 3/8' diameter straight file. Round and smooth the edges of the groove to prevent VALVE STEM TR I P R' --'D GLAND damage to the valve packing and to allow the trip rod to move easily in and out of the groove as the valve is operated. 6. Mount the OSYSU loosely with the trip rod centered in groove. 7. Final adjustment is made by loosening 2 screws (see Fig. �) and sliding the OSYSU on the bracket. Adjustment is correct when switches are not activated with the trip rod seated in the valve stem groove and that the switches activate within one turn when the valve is operated from 11- FULL rFULL OPEN towards the CLOSED position. 8. Tighten the adjustment screws and mounting hardware. Check to insure that the rod moves out of the groove easil and that the switches activate within one turn when the valvo is operated from the FULL OPEN towards the CLOSED position. NOTE: CLOSE THE VALVE FULLY TO DETERMINE THAT THE STEM THREADS DO NOT ACTIVATE THE SWITCH. THE SWITCH BEING ACTIVATED BY THE STEM THREAD: COULD RESULT IN A FALSE VALVE OPEN INDICATION. PRINTOTN—u-SA MKT. /8820004 - REV J PAGE 3 C.:4 MFG. 05400979 - 2/97 SYSU-11-2 POTTEqjik OUTSIDE SCREW AND YOKE VALVE ® SUPERVISORY SWITCH FIG. 3 DIMENSIONS FIG. 4 PARTS �— 3.62 2.00 i� J'OL J �6 GROUND iCRCW TRIP HOD LOCKING ,I TRIP ROD 11 I - ! -- U. :a iF ND R RA 'g AND BRCANAWA'WAt1 3.8A >r�;TION R[>IDVI.D I 1,56 rL f ROD EXTENDED 1, J DWG. b79-5 LL31 BREAKING EXCESSIVE ROD LENGTH FIG. 5 GV4 •9)T-� ORDERING INFORMATION SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL rw -K,+as CAUTION: An uNnsulaled soctlon of a single conductor should not be looped around the terminal and servo as two separate comoct}orTs. The wire must bo sevorod. thereby providing supervision of the connoctlon In the ovont that the wire becomes dlslodgod from under the terminal. MODEL DESCRIPTION STOCK NO OSYSU-1 Oulnldo SC[DW & Yoko-SuprxvUory Switch (SInglo ewlich) 1010100 OSYSU-2 Outside Screw S Yoko-Suporvisory Switch (Double switch) 1010206 Covor Screw 5490293 Hex Key for Cover Scrows and Installation Adluslmonta 5250062 Optional Cover Tamper Switch lot 0090131 For pressure roducer typo valve installation Idts (if required) contact vWvo manulacturor. 9-6 TYPICAL ELECTRICAL CONNECTIONS 4.-1 Al . .1:. 11.1 11(. ♦ N,1 : P(`W 1.1:IVH.. _ .. ._.. \\ 41111-N A�. DIcc[ INDIC A TIN1. OC VICI ! I I I TO SIIP[RVI$ORV CIRCUIT1 Or CONTROL PANEL NO Or [IN[ INI F[$I$TOR DwG. /979-1 Contacts shown in normal (valve open) condition. TYPICAL SWITCH ACTION 17Wi,. #979—;7 PRINTED IN USA MKT. #882DW4 - REV J PAGE 4 OF 4 MFG. 05400979 - 2197 ., l .', + .t.� "•1t,.c"". �. ', t7r ",'r �4 ny ip Batt iq � ri- t t + i i •`,`++1 r �. J w�xt�s•�"�tF 7cNt4 ri.t .�F. r',., .,l n.r � �r/ +l +.yw�, fi tr't!�, -*�•.y ?� •�. ?�;n'�'ii>�` � g,� `!�"�' � ., 'rpt i r, •i1 �l THERM=XmTROL' THERMAL EXPANSION ABSORBERS The Best Solution for Controlling Thermal Expansion MADE IN USA SINCE 1965 • -�� What Is Thermal Expansion? When demand is put upon a potable heating system, hot water is drawn -from the water heater. - Cold water from the supply line enters the water heater to replenish it. The colder water, is heated to replace the hot water used. With the installation of a backflow. preventer, check valve or ° -,.,pressure reducing valve on the supply line, the water A AMTii«. �`HERAA ME—,.heater. and. he system piping form a dosed plumbing sys _tem under pressure. As the water is heated, thermal expan- sion occurs. Pressure increases until the relief valve opens and the expanded water "spills" from the water heater. This "spillage" results in wasted BTU's and a potential safety hazard for the homeowner (See Diagram 7). Closed Potable Hot Water System without THERM-X-TROL Backflow preventer, pressure -educing valve or meter causes expanded (heated) water to build pressure causing the relief valve to open resulting in... • Wasted BTU's • Shortened water heater life • Wasted municipal water and sewer dollars • Potential safety hazard for homeowner The THERM-X-TROL is designed to eliminate this problem by pro- viding control of maximum pressures at a level below the relief valve setting. It also provides an additional space in the system to accommodate the increased volume of water created by thermal expansion, returning it to the system when hot water delivery is demanded. Maximum pressure is kept well below the relief valve setting by the THERM-X-TROL, with its pre -charged air cushion that is separated from system water. The relief valve does not open, therefore "spillage" is eliminated (Diagrarn 2). Closed Potable Hot Water System with THERM-X-TROL Expanded (heated) water is absorbed by THERM-X-TROL which means... • Water heater and fixtures are protected • Eliminates BTU and water waste, saving money and energy • No dangerous pressure build up in the system • Relief valves will not operate • Potential safety hazard reduced Unsafe pressure increases :without THERM-X-TROL° Fixture Closed . ... CWS Diagram 1 ILL Limited pressure saves water and energy with THERM-X-TROLQ Fixture Closed CWS BFP, PRV 750°F Closed THERM-X-TROL NO SPILL 120°F' Diagram 2 Pressure vs. Temperature Increase in Closed Piping Systems 65 70 75 80 85 90 95 100 _.TEMPERATURE - °F 1 ,1QM X TROT - A THERM-X-TROL Non ASME .Specifications B ST -5, ST -12 A 01 B ST -25V through ST -210V Model No. P . soo Heiht (B� R Ship Weight (lbs) ST -5 2.0 500 12 5/8" E 5 ST -12 S 111, _ S . -- 400 ST -25V U 15 3/8" -a.`' R 300 ST -30V E wwwrz& 23 '/8" •.".,r 200 �.>:'+.��•y. P 31 5/e" S 33 ST -60V 34.0 100 29 5/e" G ml ST -80V 44.0 22" 65 70 75 80 85 90 95 100 _.TEMPERATURE - °F 1 ,1QM X TROT - A THERM-X-TROL Non ASME .Specifications B ST -5, ST -12 A 01 B ST -25V through ST -210V Model No. Total Volume (Gals.) Diameter (A) Heiht (B� System Connection Ship Weight (lbs) ST -5 2.0 8" 12 5/8" 3/." NPT 5 ST -12 4.4 111, 15" 3/." NPT 9 ST -25V 10.3 15 3/8" -a.`' -051- 23 ST -30V 14.0 wwwrz& 23 '/8" •.".,r fY �.>:'+.��•y. r•'ZC av-iw.„rT^^"`��', 5 31 5/e" E#a. b'a 33 ST -60V 34.0 22" 29 5/e" 1 '/A" NPT ml ST -80V 44.0 22" 36" J 69 ST -180V 62.0 22" 46 3/e" 1 '/a" NPT 92 ST -210V 86.0 '.C. t _... �+ 47 1/a" 65 70 75 80 85 90 95 100 _.TEMPERATURE - °F 1 ,1QM X TROT - A THERM-X-TROL Non ASME .Specifications B ST -5, ST -12 A 01 B ST -25V through ST -210V Model No. Total Volume (Gals.) Diameter (A) Heiht (B� System Connection Ship Weight (lbs) ST -5 2.0 8" 12 5/8" 3/." NPT 5 ST -12 4.4 111, 15" 3/." NPT 9 ST -25V 10.3 15 3/8" 19'/a" 1" NPT 23 ST -30V 14.0 15 3/8" 23 '/8" I" NPT 25 ST -42V 20.0 15 3/8" 31 5/e" 1" NPT 33 ST -60V 34.0 22" 29 5/e" 1 '/A" NPT 61 ST -80V 44.0 22" 36" 1 1/4" NPT 69 ST -180V 62.0 22" 46 3/e" 1 '/a" NPT 92 ST -210V 86.0 26" 47 1/a" 1 I/a" NPT 123 ST -451 158.0 30" 74'/2" 2" NPT 626 ST -452 211.0 30" 92'/2" 2" NPT 760 ST -453 264.0 36" 85 5/8" 3" NPT 810 ST -454 317.0 36" 981, 3" NPT 914 ST -455 370.0 36" 1103/81, 3" NPT 1,018 ST -456 422.0 48" 81 '/e" 3" NPr 1,655 ST -457 528.0 48" 95 3/4" 3" NPT 1,925 Maximum Working Pressure: 150 PSI. All Models listed by NSF 61 (excluding ST -451 - ST -457) Maximum Allowable Working Temperature: ST -5 through ST -210V: 200"F; ST -451 through ST -457: 240'F Standard Factory Prechorge: 40 PSIG (ST -5 - ST -210V); 55 P51G (ST -451 - ST -457) Note: For Models ST -5 through ST -457, relief valve must 6e set at 150 PSIG Typical Installations Recommended Applications include: • Dishwashers • Residential Water Heaters Plant Washrooms • Laundromats • Hotels and Motels • Hospitals and Nursing Homes •. Restaurants • Car Washes - •:Schools and Dormitories THERM-X-TROLO ST -5, ST 12, ST -5-C, ST- 12-C CWS J HW Backflow Preventer, Check Valve or Pressure Reducing Valve - HERM-X-TRQL ASME Specifications Model Vo. Max. Working Pressure (PSIG) Total Volume (Gals.) Diameter (A) Hei ht (B� System Connection Ship Weight (lbs) iT-S-C 150 2.0 10" 10 3/8" VA" NPT 21 iT 12-C 150 5.0 12" 12'/2" 3/a" NPT 34 )T -20V -C 150 8.0 12" 20 3/e" 3/a" NPT 49 ;T -30V- C 150 14.0 16'/4" 17'/a" 3/4" NPT 84 ,T--42V-C 150 18.0 16'/A" 24'/a" 3/A" NPT 98 J -60V -C 150 25.0 16'/A" 34" 3/." NPT 125 T -80V -C 150 53.0 24" 40'/211 1 Vd" NPT 190 T -120V -C 150 68.0 24" 47 3/." 1 '/." NPT 210 T -180V -C 150 77.0 24" 52 5/a" 1 '/." NPT 255 T -210V -C 150 90.0 24" 60" 1 '/." NPT 295 T -447-C 125 53.0 24" 45'/s" 2" NPT 263 T -448-C 125 80.0 24" 59 13116" 2" NPT 308 T -449-C 125 106.0 24" 73 3/." 2" NPT 353 F -450-C 125 132.0 24" 87 5/e" 2" NPT 391 r-451 -C 125 158.0 30" 74 '/2" 2" NPT 626 r -452-C 125 2T1.0 30" 92'/21' 2" NPT 760 r -453-C 125 264.0 36" 85 5/e" 3" NPT 810 --454-C 125 317.0 36" 98" 3" NPT 914 '-455-C 125 370.0 36" 110 Va" 3" NPT 1,018 -456-C 125 422.0 48" 81 7/e" 3" NPT 1,655 -457-C 125 528.0 4811 95 3/." 3" NPT 1,925 mum Allowable Working Temperature: ST -5{ through ST-21OV-C: 200°F; ST -447-C through ST -457-0 240°F lord Factory Precharge: 55 PSIG. All Models listed by NSF 61 (excluding ST -447-C through ST -457-C). 17-C through ST -457-C are replaceable bladder design. THERM-X-TROL• ST -25V through ST -457, ST -20V -C through ST -457-C CWS HW q A —b B ST -5-C, ST -12-C B ST -80V -C to ST 21 OV -C City of Los ® Angeles ANS -5, e1 f�--ASI B ST 20V -C to ST -60V C 1.1 A -- b, ST -447-C to ST -457-C j MR If your Plumbing Code requires a Backflow Preventer, Check Valve or Pressure Reducing Valve... You Need a THERM-X-TROL° on Every Job! THERM -X-TROL ST 72 The ST -12 THERM-X-TROL from AMTROL is designed to protect domestic water heaters up to 120 gallon capacity. Installation is easy; just tee it into the cold water inlet (before the water heater) as shown in Diagram 3. For best performance, always adjust THERM-X-TROL pre -charge to equal city water supply pressure. —0 BFP, Check or PRV Valve —� CWS HW Outer Expanded Steel Shell ~— Water Rigid Polypropylene Heavy Duty Liner Butyl Diaphragm ST -12: One Size Fits Most Residential Water Heaters Diagram 3 THERM-X-TROL Quick -Sizing Chart Wcter Heater Supply Pressure (PSIG) 40 50 55 60 70 80 90 100 (Gallons) 20 30 ST 5 40 T} r 50 , r� 80`. 100 'ST 12] ST -30V 120`` Based on: - Heating water.from 50°F to l 20°F (70°F rise) - THERM-X-TROL pre -charged to Supply Line Pressure o Maximum relief pressure 150 psig - Relief valve safety factor of 10% For other temperatures, pressures, larger applications or ASME code requirements, consult our THERM-X-TROL Application and Sizing Booklet. A,��rr]Rcku _TC. AMTROL DistributDr Corporate Headquarters 1400 Division Road, West Warwick, RI 02893 Telephone: 401-884-6300 Web Site: http://www.amtrol.com AMTROL Canada, Ltd. 275 Shoemaker Street, Kitchener, Ontario N2E 3B3 800-256-3188 - 519-748-1138 Ask for Quality. Ask for AMTROL. AMTROL THERMA-TROL System' is a registered trademark of AMTROL Inc. Part # 9003-032 02000 ANITROL Inc. NIC# 4090 (1/00) I • #.1 choice of. Professional Installers in USA • Safest and most cost effective way to control Thermal Expansion • Easy to install - Maintenance free • Recognized Industry leader in Quality, Design, Manufacturing, Delivery and Service Broadest line of.sizes and models (37 models, -ASME code and non code) • Made in USA since 1965 •:Extensive Network of Plumbing & Heating • The innovator of Thermal Expansion Control in Wholesale Distributors Closed Potable Hot Water Systems • First to obtain ANSI/NSF61, IAPMO, SBCCI & • The only Thermal Expansion Absorber with rigid City of Los Angeles Iistings Poly -Propylene Liner for maximum corrosion • First to offer.5 year limited warranty resistance Product Features Brass System Connection (In -Line Models) - - (Stainless Steel Elbow for Vertical Models) Deep Drawn Steel. Domes for maximum strength & pressure rating Rigid Poly -Propylene Liner for.Corrosion Resistant Reservoir Butyl diaphragm for long life expectancy tested to over 250,000 cycles Diaphragm Hoop Ring mechanically grooved for permanent air -tight seal Welded Steel Construction S ry TNER = �. 1� M - Brass Air Charge Fitting with Protective Plastic Cap for Corrosion Resistance. Brazed for Strength and Maximum Air -Tight Seal For vertical models ST25V to ST210V - Integral Floor Mounting Stand and Stainless Steel Elbow Bottom System Connection 'IAPMO • International AssocioNon of PlumbiN and Me6onicol Official: Central Sprinkler Company 451 -North Cannon Avenue, Lansdale, Pennsylvania 19446 ProductTechnical Description 91 Data Central Sprinkler Head Cabinets are constructed of a metal enclosure with a hinged cover designed to provide on-site storage of an .emergency supply of sprinkler heads and a sprinkler head wrench. NFPA 13 requires a representative number of each type of sprinkler head used in a sprinkler system to be stored in a cabinet on-site to allow for immediate removal and replacement of sprinklers which may have operated or become damaged. Central Sprinkler Head Cabinets are manufactured of heavy gauge steel with knock -outs to accommodate either 1/2" or 3/4" N.P.T. threaded sprinkler heads and are painted an attractive red enamel. They are available in three (3), six (6) or twelve (12) head capacity. Model: Sprinkler Head Cabinet Style: 3, 6 or 12 head Standard Finish: Red enamel Mfgr. Source: Non-domestic Capacity: 3 sprinkler heads .6 sprinkler heads 12 sprinkler heads Dimensions: 3 head - 5" high x 7'/" long x 2'/" deep 6 head - 5" high x 14" long x 3'/" deep 12 head - 5" high x 143/4" long x 5" deep Weight: 3 head - 1.5 lbs. 6 head - 2.3 lbs. 12 head - 4 lbs. No. 28-6.0 rAInstallation Central's Sprinkler Head Cabinet is designed with two 3/B" diameter holes for wall mounting or direct attachment to the system riser with a strap -type hanger. The Cabinet should be installed at or near the system control valve and must be stocked with an adequate supply of spare sprinklers and a sprinkler wrench. The stock of spare sprinklers should include sprinklers of each type and temperature rating as are installed in the sprinkler system, in the following quantities: Sprinklers Spare Sprinklers In System Required under 300 6 300-1000 12 over 1000 24 The Cabinets are designed to accept both 1/2" and 3/" N.P.T. 'threaded sprinklers. For'/" N.P.T. sprinklers, leave the removable knockout in the hole. For %" N.P.T. sprinklers, inserta screwdriver blade from the front top of the shelf and under the near bottom part of the knockout annular ring. Press the screwdriver handle down to remove the knockout ring. The hole, with the knockout ring removed, will accept a 3/4" N.P.T. sprinkler. 01994 Central Sprinkler Company Printed in U.S.A. r—A ]Care & Maintenance . The Cabinet, wrench, and stock of spare sprinklers should be inspected at least quarterly. The following items should be checked: 1. The Cabinet should be readily accessible, and not exposed to a corrosive atmosphere or temperatures in excess of 100017/380C. 2. The stock of spare sprinklers should include an adequate number of each type and temperature rating. 3. The stock of sprinklers must be in good condition. 4. A sprinkler wrench of the :appropriate type must be .included in .the Cabinet. CENTRAL Central Sprinkler Company 451 North Cannon Avenue, Lansdale, PA 19446 Phone (215) 362-0700 FAX (215) 362-5385 Ordering Information When placing an order, indicate the full product name. Please specify the quantity, model, style, capacity, and size. .Sprinklers, wrenches, and hard- ware for hanging are not supplied with the Cabinet. They must be ordered separately. Availability and Service: Central sprinklers, accessories, and other products are available throughout the U.S. and Canada, and internationally through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362-0700 for the distributor nearest you. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a ,period of one year from date of shipment. Please refer to the current Price List for further.details of the warranty. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 M 1 pound = 0.4536 kg Conversions are approximate. Hd.Cab.2 11 l MSDS 141 303-388-5651 10/20/00 11:21 Van Waters & lof7 i Van Waters & Rogers Inc. ** Material Safety Data Sheet Date: 10/20/2000 To: T I M GRIF FAB CORP From: WENDY ALMROTH Re: MSDS - PROPYLENE GLYCOL INDUSTRItIT REMARKS: PER YOUR REQUEST Time: 11:10: 00 Fax: 1303-287-0283 Phone: 303-388-5651 Fax Cover Sheet Including this cover sheet, you should receive 7 pages. For emergency assistance involving chemicals, call CHEMTREC - (800) 424-9300 Van Waters & Rogers, a Royal Pakhoed Company 6100 Carillon Point, Kirkland, WA 98033 425-889-3400 17141 303-388-5651 10/20/00 11:21 Van Waters $` 2of7 003 04/14/00 PROPYLENE GOOL INDUSTRIAL PRODUCT NAME: PROPYLENE GLYCOL INDUSTRIAL MSDS V DZ70511 EFFECTIVE DATE: 4/13/00 2. COMPOSITION/INFORMATION ON INGREDIENTS PROPYLENE GLYCOL CAS# 000057-55-6 99% 3. HAZARDS IDENTIFICATION EMERGENCY OVERVIEW * COLORLESS LIQUID. ODORLESS. TOXIC FUMES ARE RELEASED IN FIRE * SITUATIONS. POTENTIAL HEALTH EFFECTS (SEE SECTION 11 FOR TOXICOLOGICAL DATA.) EYE: MAY CAUSE SLIGHT TRANSIENT (TEMPORARY) EYE IRRITATION. CORNEAL INJURY IS UNLIKELY. MISTS MAY CAUSE EYE IRRITATION. SKIN: PROLONGED CONTACT IS ESSENTIALLY NONIRRITATING TO SKIN. A SINGLE PROLONGED EXPOSURE IS NOT LIKELY TO RESULT IN THE MATER- IAL BEING ABSORBED THROUGH SKIN IN HARMFUL AMOUNTS. REPEATED EXPOSURES MAY CAUSE FLAKING AND SOFTENING OF SKIN. MAY BE ABSORBED IN POTENTIALLY HARMFUL AMOUNTS WHEN APPLIED IN LARGE QUANTITIES TO SEVERE BURNS (SECOND OR THIRD DEGREE) OVER LARGE AREAS OF THE BODY AS PART OF A CREAM OR OTHER TOPICAL APPLICA- TION. ABSORPTION UNDER SUCH CIRCUMSTANCES CAN ELEVATE SERUM OSMOLALITY AND MAY RESULT IN OSMOTIC SHOCK. INGESTION: SINGLE DOSE ORAL TOXICITY IS CONSIDERED TO BE EXTREMELY LOW. NO HAZARDS ANTICIPATED FROM SWALLOWING SMALL AMOUNTS INCIDENTAL TO NORMAL HANDLING OPERATIONS. INHALATION: AT ROOM TEMPERATURE, VAPORS ARE MINIMAL DUE TO PHYSICAL PROPERTIES. MISTS MAY CAUSE IRRITATION OF UPPER RESPIRATORY TRACT. SYSTEMIC (OTHER TARGET ORGAN) EFFECTS: REPEATED EXCESSIVE INGESTION MAY CAUSE CENTRAL NERVOUS SYSTEM EFFECTS. CANCER INFORMATION: DID NOT CAUSE CANCER IN LONG-TERM ANIMAL STUDIES. TERATOLOGY (BIRTH DEFECTS): BIRTH DEFECTS ARE UNLIKELY. EXPO- SURES HAVING NO ADVERSE EFFECTS ON THE MOTHER SHOULD HAVE NO EFFECT ON THE FETUS. REPRODUCTIVE EFFECTS: IN ANIMAL STUDIES, HAS BEEN SHOWN NOT TO INTERFERE WITH REPRODUCTION. 4. FIRST AID EYE: FLUSH EYES WITH PLENTY OF WATER. SKIN: WASH OFF IN FLOWING WATER OR SHOWER. INGESTION: NO ADVERSE EFFECTS ANTICIPATED BY THIS ROUTE OF EXPO- SURE INCIDENTAL TO PROPER INDUSTRIAL HANDLING. lNf-t`TT0 r'rIATCTTT.T A 17141 303-388-5651 PHYSICIAN NOTE TO PHYSICIAN: TREATMENT BASED REACTIONS OF THE /20/00 11:21 Van Watersb3of7 a NO SPECIFIC ANTIDOTE. SUPPORTIVE CARE. ON JUDGMENT OF THE PHYSICIAN IN RESPONSE TO PATIENT. 5. FIRE FIGHTING MEASURES FLAMMABLE PROPERTIES FLASH POINT: 218F, 103C METHOD USED: PMCC AUTOIGNITION TEMPERATURE: NOT DETERMINED FLAMMABILITY LIMITS LFL: 2.6% UFL: 12.5% HAZARDOUS COMBUSTION PRODUCTS: DURING A FIRE, SMOKE MAY CONTAIN THE ORIGINAL MATERIAL IN ADDITION TO UNIDENTIFIED TOXIC AND/OR IRRITATING COMPOUNDS. HAZARDOUS COMBUSTION PRODUCTS MAY INCLUDE AND ARE NOT LIMITED TO: ALDEHYDES, CARBON MONOXIDE. OTHER FLAMMABILITY INFORMATION: VIOLENT STEAM GENERATION OR ERUP- TION MAY OCCUR UPON APPLICATION OF DIRECT WATER STREAM TO HOT LIQUIDS. SPILLS OF THESE ORGANIC LIQUIDS ON HOT FIBROUS INSULA- TIONS MAY LEAD TO LOWERING OF THE AUTOIGNITION TEMPERATURES POSSIBLY RESULTING IN SPONTANEOUS COMBUSTION. EXTINGUISHING MEDIA: WATER FOG OR FINE SPRAY. CARBON DIOXIDE. DRY CHEMICAL. FOAM. ALCOHOL RESISTANT FOAMS (ATC TYPE) ARE PREFERRED IF AVAILABLE. GENERAL PURPOSE SYNTHETIC FOAMS (INCLUDING AFFF) OR PROTEIN FOAMS MAY FUNCTION, BUT MUCH LESS EFFECTIVELY. DO NOT USE DIRECT WATER STREAM. WILL SPREAD FIRE. MEDIA TO BE AVOIDED: DO NOT USE DIRECT WATER STREAM. FIRE FIGHTING INSTRUCTIONS: KEEP PEOPLE AWAY. ISOLATE FIRE AREA AND DENY UNNECESSARY ENTRY. BURNING LIQUIDS MAY BE MOVED BY FLUSHING WITH WATER TO PROTECT PERSONNEL AND MINIMIZE PROPERTY DAMAGE. BURNING LIQUIDS MAY BE EXTINGUISHED BY DILUTION WITH WATER. DO NOT USE DIRECT WATER STREAM. MAY SPREAD FIRE. PROTECTIVE EQUIPMENT FOR FIRE FIGHTERS: WEAR POSITIVE -PRESSURE SELF-CONTAINED BREATHING APPARATUS (SOBA) AND PROTECTIVE FIRE FIGHTING CLOTHING (INCLUDES FIRE FIGHTING HELMET, COAT, PANTS, BOOTS, AND GLOVES). IF PROTECTIVE EQUIPMENT IS NOT AVAILABLE OR NOT USED, FIGHT FIRE FROM A PROTECTED LOCATION OR SAFE DIST- ANCE. 6. ACCIDENTAL RELEASE MEASURES (SEE SECTION 15 FOR REGULATORY INFORMATION) PROTECT PEOPLE: ISOLATE AREA. PROTECT THE ENVIRONMENT: CONTAIN LIQUID TO PREVENT CONTAMINATION OF SOIL, SURFACE WATER OR GROUND WATER. CLEANUP: FOR SMALL SPILLS, CLEAN UP WITH ABSORBENT MATERIAL. COLLECT MATERIAL IN SUITABLE AND PROPERLY LABELED OPEN CON- TAINERS. FOR LARGE SPILLS, DIKE AND PUMP INTO SUITABLE AND PROPERLY LABELED CONTAINERS. 7. HANDLING AND STORAGE ___ ____ -___--_-__-_. .,- w.-.... .•T.vr TTl1TTTT7L1 7%"T'%TTTnlLT71T. N=WTTTT.IlTTnN .7141 303-388-5651 10/20/00 11:21 Van Waters & 4of7 OR LOCAL EXHAUST. STORAGE: KEEP CONTAINERS TIGHTLY CLOSED WHEN NOT IN USE. STORE IN STAINLESS STEEL, ALUMINUM, PLASITE 3066 LINED CONTAINERS, OR 316 STAINLESS STEEL. 8. EXPOSURE CONTROLS/PERSONAL PROTECTION ENGINEERING CONTROLS: PROVIDE GENERAL AND/OR LOCAL EXHAUST VENTILATION TO CONTROL AIRBORNE LEVELS BELOW THE EXPOSURE GUIDELINES. PERSONAL PROTECTIVE EQUIPMENT EYE/FACE PROTECTION: USE SAFETY GLASSES. SAFETY GLASSES SHOULD BE SUFFICIENT FOR MOST OPERATIONS; HOWEVER, FOR MISTY OPERATIONS WEAR CHEMICAL GOGGLES. SKIN PROTECTION: USE GLOVES IMPERVIOUS TO THIS MATERIAL. RESPIRATORY PROTECTION: ATMOSPHERIC LEVELS SHOULD BE MAINTAINED BELOW THE EXPOSURE GUIDELINE. WHEN RESPIRATORY PROTECTION IS REQUIRED FOR CERTAIN OPERATIONS, USE AN APPROVED AIR -PURIFYING RESPIRATOR. IN MISTY ATMOSPHERES, USE AN APPROVED MIST RESPIRATOR. EXPOSURE GUIDELINE(S): PROPYLENE GLYCOL: AIHA WEEL IS 50 PPM TOTAL, 10 MG/M3 AEROSOL ONLY. 9. PHYSICAL AND CHEMICAL PROPERTIES APPEARANCE: COLORLESS LIQUID ODOR: ODORLESS VAPOR PRESSURE: 0.08 MMHG @ 20C, 68F VAPOR DENSITY: 2.62 BOILING POINT: 370F, 188C SOLUBILITY IN WATER: COMPLETE SPECIFIC GRAVITY: 1.038 20/20C, 68F 10. STABILITY AND REACTIVITY CHEMICAL STABILITY: STABLE. CONDITIONS TO AVOID: PRODUCT CAN DECOMPOSE AT ELEVATED TEMPERA- TURES. INCOMPATIBILITY WITH OTHER MATERIALS: AVOID CONTACT WITH OXI- DIZING MATERIALS. HAZARDOUS DECOMPOSITION PRODUCTS: WHEN AVAILABLE OXYGEN IS LIMITED, AS IN A FIRE OR WHEN HEATED TO VERY HIGH TEMPERATURES BY HOT WIRE OR PLATE, CARBON MONOXIDE AND OTHER HAZARDOUS COMPOUNDS SUCH AS ALDEHYDES MIGHT BE GENERATED. HAZARDOUS POLYMERIZATION: WILL NOT OCCUR. 11. TOXICOLOGICAL INFORMATION (SEE SECTION 3 FOR POTENTIAL HEALTH EFFECTS. FOR DETAILED TOXICOLOGICAL DATA, WRITE OR CALL THE ADDRESS OR NON -EMERGENCY NUMBER SHOWN IN SECTION 1) SKIN: THE LD50 FOR SKIN ABSORPTION IN RABBITS IS >10,000 MG/KG. INGESTION: THE ORAL LD50 FOR RATS IS 20,000-34,000 MG/KG. --.T+..-..-...T..T.... _ r� Tr•rtrmT l M"MTnTTV CTTTnTVQ WFRi7 MV..(_21TTVF.. 7141 303-388-5651 10/20/00 11:21 Van Waters & 5of7 ANIMAL MUTAGENICI• STUDIES WERE NEGATIVE. y„ 12. ECOLOGICAL INFORMATION (FOR DETAILED ECOLOGICAL DATA, WRITE OR CALL THE ADDRESS OR NON -EMERGENCY NUMBER SHOWN IN SECTION 1) ENVIRONMENTAL FATE MOVEMENT & PARTITIONING: BASED LARGELY OR COMPLETELY ON INFOR- MATION FOR SIMILAR MATERIAL(S), I.E. PROPYLENE GLYCOL. BIOCONCENTRATION POTENTIAL IS LOW (BCF LESS THAN 100 OR LOG POW LESS THAN 3). LOG OCTANOL/WATER PARTITION COEFFICIENT (LOG POW) IS -0.92. HENRY'S LAW CONSTANT (H) IS '1.2E-8 -- ATM.M3/MOLE. DEGRADATION & PERSISTENCE: BASED LARGELY OR COMPLETELY ON INFORMATION FOR SIMILAR MATERIAL(S), I.E. PROPYLENE GLYCOL. BIODEGRADATION UNDER AEROBIC STATIC LABORATORY CONDITIONS IS HIGH (BOD20 OR BOD28/THOD GREATER THAN 40%). BIODEGRA- DATION IS EXPECTED TO BE ACHIEVABLE IN A SECONDARY WASTE- WATER TREATMENT PLANT. 5 -DAY BIOCHEMICAL OXYGEN DEMAND (BOD5) IS 1.16 P/P. 20 -DAY BIOCHEMICAL OXYGEN DEMAND (BOD20) IS 1.45 P/P. THEORETICAL OXYGEN DEMAND (THOD) IS CALCULATED TO BE 1.68 P/P. INHIBITORY CONCENTRATION (IC50) IN OECD ACTIVATED SLUDGE RESPIRATION INHIBITION TEST (OECD TEST NO. 209) IS GREATER THAN 1 GM/L. DEGRADA- TION IS EXPECTED IN THE ATMOSPHERIC ENVIRONMENT WITHIN MINUTES TO HOURS. ECOTOXICITY: BASED LARGELY OR COMPLETELY ON INFORMATION FOR SIMILAR, MATERIAL (S), I.E. PROPYLENE GLYCOL. MATERIAL IS PRACTICALLY NON-TOXIC TO AQUATIC ORGANISMS ON AN ACUTE BASIS (LC50 GREATER THAN 100 MG/L IN MOST SENSITIVE SPE- CIES). ACUTE LC50 FOR FATHEAD MINNOW (PIMEPHALES PROMELAS) IS 46500-54900 MG/L. ACUTE LC50 FOR GUPPY (POECILIA RETICULATA) IS GREATER THAN 10000 MG/L. ACUTE LC50 FOR WATER FLEA DAPHNIA MAGNA IS 4850-34400 MG/L. ACUTE LC50 FOR RAINBOW TROUT (ONCORHYNCHUS MYKISS) IS 44 ML/L (ABOUT 44000 MG/L). 13. DISPOSAL CONSIDERATIONS (SEE SECTION 15 FOR REGULATORY INFORMATION) DISPOSAL: DO NOT DUMP INTO ANY SEWERS, ON THE GROUND, OR INTO ANY BODY OF WATER. ALL DISPOSAL METHODS MUST BE IN COMPLIANCE WITH ALL FEDERAL, STATE/ PROVINCIAL AND LOCAL LAWS AND REGULATIONS. REGULATIONS MAY VARY IN DIFFERENT LOCATIONS. WASTE CHARACTERIZ- ATIONS AND COMPLIANCE WITH APPLICABLE LAWS ARE THE RESPONSI- BILITY SOLELY OF THE WASTE GENERATOR. THE DOW CHEMICAL COMPANY HAS NO CONTROL OVER THE MANAGEMENT PRACTICES OR MANUFACTURING PROCESSES OF PARTIES HANDLING OR USING THIS MATERIAL. THE INFORMATION PRESENTED HERE PERTAINS ONLY TO THE PRODUCT AS SHIPPED IN ITS INTENDED CONDITION AS DESCRIBED IN MSDS SECTION 2 (COMPOSITION/INFORMATION ON INGREDIENTS). FOR UNUSED & UNCONTAMINATED PRODUCT, THE PREFERRED OPTIONS IN- CLUDE SENDING TO A LICENSED, PERMITTED: RECYCLER, RECLAIMER, INCINERATOR, WASTE WATER TREATMENT SYSTEM. AS A SERVICE TO ITS CUSTOMERS, DOW CAN PROVIDE NAMES OF INFORMATION RESOURCES TO HELP IDENTIFY WASTE MANAGEMENT COMPANIES AND OTHER FACILITIES WHICH RECYCLE, REPROCESS OR MANAGE CHEMICALS OR PLASTICS, AND THAT MANAGE USED DRUMS. TELEPHONE DOW'S CUSTOMER INFORMATION CENTER AT nnn nco 17 -]c nn Ci-7_Qgo—I c qg VnV PTTRTRPP nP.TAILS _ L7141 303-388-5651 10/20/00 11:21 Van Waters ° 6of7 14. TRANSPORT INFORMATION DEPARTMENT OF TRANSPORTATION: THIS PRODUCT IS NOT REGULATED BY D.O.T. WHEN SHIPPED DOMESTICALLY BY LAND. CANADIAN TDG INFORMATION: FOR TDG REGULATORY INFORMATION, IF REQUIRED, CONSULT TRANSPORTATION REGULATIONS, PRODUCT SHIPPING PAPERS, OR YOUR DOW REPRESENTATIVE. 15. REGULATORY INFORMATION (NOT MEANT TO BE ALL -INCLUSIVE --SELECTED REGULATIONS REPRESENTED) NOTICE: THE INFORMATION HEREIN IS PRESENTED IN GOOD FAITH AND BELIEVED TO BE ACCURATE AS OF THE EFFECTIVE DATE SHOWN ABOVE. HOWEVER, NO WARRANTY, EXPRESS OR IMPLIED IS GIVEN. REGULATORY REQUIREMENTS ARE SUBJECT TO CHANGE AND MAY DIFFER FROM ONE LOCATION TO ANOTHER; IT IS THE BUYER'S RESPONSIBILITY TO ENSURE THAT ITS ACTIVITIES COMPLY WITH FEDERAL, STATE OR PROVINCIAL, AND LOCAL LAWS. THE FOLLOWING SPECIFIC INFORMATION IS MADE FOR THE PURPOSE OF COMPLYING WITH NUMEROUS FEDERAL, STATE OR PROVINCIAL, AND LOCAL LAWS AND REGULATIONS. SEE OTHER SECTIONS FOR HEALTH AND SAFETY INFORMATION. SARA 313 INFORMATION: TO THE BEST OF OUR KNOWLEDGE, THIS PRODUCT CONTAINS NO CHEMICAL SUBJECT TO SARA TITLE III SECTION 313 SUPPLIER NOTIFICATION REQUIREMENTS. SARA HAZARD CATEGORY: THIS PRODUCT HAS BEEN REVIEWED ACCORDING TO THE EPA "HAZARD CATEGORIES" PROMULGATED UNDER SECTIONS 311 AND 312 OF THE SUPERFUND AMENDMENT AND REAUTHORIZATION ACT OF 1986 (SARA TITLE III) AND IS CONSIDERED, UNDER APPLICABLE DEFINITIONS, TO MEET THE FOLLOWING CATEGORIES: NOT TO HAVE MET ANY HAZARD CATEGORY TOXIC SUBSTANCES CONTROL ACT (TSCA) ALL INGREDIENTS ARE ON THE TSCA INVENTORY OR ARE NOT REQUIRED TO BE LISTED ON THE TSCA INVENTORY. STATE RIGHT -TO -KNOW: THE FOLLOWING PRODUCT COMPONENTS ARE CITED ON CERTAIN STATE LISTS AS MENTIONED. NON -LISTED COMPONENTS MAY BE SHOWN IN THE COMPOSITION SECTION OF THE MSDS. CHEMICAL NAME CAS NUMBER LIST ------------------------------------------------------------------- 1,2-PROPANEDIOL 000057-55-6 PA1 PA1 PA3 PAI=PENNSYLVANIA HAZARDOUS SUBSTANCE (PRESENT AT GREATER THAN OR EQUAL TO 1.0%) . OSHA HAZARD COMMUNICATION STANDARD: THIS PRODUCT IS NOT A "HAZARDOUS CHEMICAL" AS DEFINED BY THE OSHA HAZARD COMMUNICATION STANDARD, 29 CFR 1910.1200. 31714l 303-388-5651 10/20/00 11:21 Van Waters 7of7 CANADIAN REGULATIONS --------------------- --------------------- WHMIS INFORMATION: THE CANADIAN WORKPLACE HAZARDOUS MATERIALS INFORMATION SYSTEM (WHMIS) CLASSIFICATION FOR THIS PRODUCT IS: THIS PRODUCT IS NOT A "CONTROLLED PRODUCT" UNDER WHMIS. 16. OTHER INFORMATION -------------------------- FOR ADDITIONAL INFORMATION -------------- CONTACT: MSDS COORDINATOR VAN WATERS & ROGERS INC. DURING BUSINESS HOURS, PACIFIC TIME (425)889-3400 ------------------------------------ NOTICE ---------- -------------------------- ** VAN WATERS & ROGERS INC. ("VW&R"), A ROYAL VOPAK COMPANY, EXPRESSLY DISCLAIMS -------------------------------------------------------------------------------- ALL EXPRESS OR IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A -------------------------------------------------------------------------------- PARTICULAR PURPOSE, WITH RESPECT TO THE PRODUCT OR INFORMATION PROVIDED HEREIN, -------------------------------------------------------------------------------- AND SHALL UNDER NO CIRCUMSTANCES BE LIABLE FOR INCIDENTAL OR CONSEQUENTIAL DAMAGES.** -------------------------------------------------------------------------------- DO NOT USE INGREDIENT INFORMATION AND/OR INGREDIENT PERCENTAGES IN THIS MSDS AS A PRODUCT SPECIFICATION. FOR PRODUCT SPECIFICATION INFORMATION REFER TO A PRODUCT SPECIFICATION SHEET AND/OR A CERTIFICATE OF ANALYSIS. THESE CAN BE OBTAINED FROM YOUR LOCAL VW&R SALES OFFICE. ALL INFORMATION APPEARING HEREIN IS BASED UPON DATA OBTAINED FROM THE MANUFACTURER AND/OR P.ECOGNIZED TECHNICAL SOURCES. WHILE THE INFORMATION IS BELIEVED TO BE ACCURATE, VW&R MAKES NO REPRESENTATIONS AS TO ITS ACCURACY OR SUFFICIENCY. CONDITIONS OF USE ARE BEYOND VW&RS CONTROL AND THEREFORE USERS ARE RESPONSIBLE TO VERIFY THIS DATA UNDER THEIR OWN OPERATING CONDITIONS TO DETERMINE WHETHER THE PRODUCT IS SUITABLE FOR THEIR PARTICULAR PURPOSES AND THEY ASSUME ALL RISKS OF THEIR USE, HANDLING, AND DISPOSAL OF THE PRODUCT, OR FROM THE PUBLICATION OR USE OF, OR RELIANCE UPON , INFORMATION CONTAINED HEREIN. THIS INFORMATION RELATES ONLY TO THE PRODUCT DESIGNATED HEREIN, AND DOES NOT RELATE TO ITS USE IN COMBINATION WITH ANY OTHER MATERIAL OR IN ANY OTHER PROCESS. *** E N D 0 F M S D S Nov 11 02 10:00a PSC Discovery I 9708457338 p.2 NOV 10 2002 6:44PM HP LASERJET 3200 p.2 &A Boulder Environmental Management, Inc. 5 Deer Trall Road, Boulder, CO 80302 Phone: (303) 449-1175 Fax: (303) 418-1605 November 10, 2002 Towyn of Vail Aft A & L Abatement ! lff Mr. Bennie Campton 0 F '` opy 3111 West Hampd= Ave. Englewood, CO 80110 RE: Final Air Clearance Monitoring Mountain Hans, 1" lobby area, 292 East Meadow Drive, Vail, Colorado Dear Ms. Campton, Attached is the report for the final air clearance monitoring performed on November 1, 2002 at Mountain Haus, 1" lobby area, 292 East Meadow Drive, Vail, Colorado. If you have any questions regarding the contents of this report, do not hesitate to contact us. Thank you for this opportunity to have served you. Sincerely, 0�1 A�+►✓1 Chris Macon Project Manager k s� b ir IV 11 � 40 Ire *Asbestos*Lead*Industrial Hygiene*Safety*Fina1 Air Testing* *Health and Safety Training* Nov 11 02 10:00a PSC Discovery I 9708457338 NOV 10 2002 6:44PM HP LASERJET 3200 Boulder Environmental Management, Inc. 5 Deer Trail Road, Boulder, CO 80302 Phone: (303) 449-1175 Fax: (303) 418-1605 Introduction: On November 1, 1002, Boulder Environmental Management, Inc.'s air monitoring specialist, Geoffrey Ring, collected final air clearance samples from Mountain Haus, 1" lobby area, 292 East Meadow Drive, Vail, Colorado. Prior to testing, a visual inspection was performed to confirm the completeness of asbestos removal and cleanup. The visual inspection was perfvrmcd in accordance with the American Standard for Testing and Materials' "Standard Practice for Visual Inspection of Asbestos Abatement Projects". All abated asbestos materials, including contaminated dust, debris, or residues were satisfactorily determined to have been removed. Air samples were then collected inside the contained area utilizing aggressive air sampling techniques as described in 40C.F.R Part 763, Appendix A to Subpart E (EPA 1995). Five air samples and two blanks were analyzcd utilizing Phase Contrast Microscopy (PCM) employing the NIOSH 7400 method. The results of the PCM analyses as follows: Sample ID Location Volume (liters) Result (fibers/cc) 1. 11-01-GR-FOI middle lobby 1200 0.004 2. 11 -01 -GR -F02 hall at elevator 1200 0.002 3. 11 -01 -GR -F03 office doorway 1200 X0.002 4. 11 -01 -GR -F04 middle office 1200 0.002 5. 11-01-GR-FO5 back office 1200 0.006 Discussion: Samples were analyzed by a trained microscopist under the direct control of Boulder Environmental Management, Inc. Boulder Environmental Management, Inc. successfully participates in the American Industrial Hygiene Association's Proticieney Analytical Testing Program (PAT) for determining concentrations of airborne asbestos fibers. (Laboratory I.D. 10293 5) Conclusion: The sample results complied with the State of Colorado Department of Public Health and Environment regulations for post -abatement air quality. *AsbestoskLead*Industrial Hygiene*Safety*Final Air Testing* *Health and Safety Training* P.3 p.3 = t: o r n U C L'd 002E 1.3C83SUI dH Wdbb;9 ZOOZ Of AOW �'d BEELS-IrBOLG I Rjanoosla OSd eTO:OT ZO TT ^oN Illso IBM, L'd 002E 1.3C83SUI dH Wdbb;9 ZOOZ Of AOW �'d BEELS-IrBOLG I Rjanoosla OSd eTO:OT ZO TT ^oN FROM : ETC 0 =AX ND. : 303 781 3043 Jul. 10 2®1 08:47W P1 � v � � c d tb Cb w ro � 0 0 w�7 r�0t; wC:, ci m b C) _ N• Q C> w 0•:) O p co N '� qN O p t � y CD CL Vi CD C 0 In C1. 0 rn A O w F• /l� 1 l rL °e b K rs ro ? d G rL ' n cc C � > n I rs o � o a � � � z z n � 7 •.�!: w'.L/ .�yi/ �Lr�r . 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AMID Prfwwav m sadrwpl� type is hMW p wieA* 1f7 if. 1) dpwfattht OW or d tfae *Qatar raaMw mw fast rant 4r►emr;46 e r b far tba lmt Oro toady, III Apfm . sLvwdwd deft"" w mm anrptams. !f s Imltwry rmom mmosoftem tW mt rwrt t1w dtt, d» results %il t bt evai�ted for tm s - f t f O Nov 11 02 10:06a PSC Discovery I 9708457338 NOV 10 2002 6:49PM HP LASERJET 3200 Boulder Environmental Management, Inc. 5 Deer Trail Road, Boulder, CO 80302 Phone: (303) 449-1175 Fax: (303) 418-1695 November 8, 2002 A & L Abatement Mr. Bennie Campton 3111 Nest Hampden Ave. Englewood, CO 80110 RE: Final Air Clearance Monitoring Mountain Haus, V floor East side, 292 East Meadow Drive, Vail, Colorado Dear Mr. Campton, Attached is the report for the final air clearance monitoring performed on November 6, 2002 at Mountain Haus, I"t floor East side, 292 East Meadow Drive, Vail, Colorado. If you have any questions regarding the contents of this report, do not hesitate to contact us. Thank you for this opportunity to have served you. Sincerely, 04"a— Chris Maron Project Manager *Asbestos*Lend*industrial Hygiene*Safety*Final Air Testing* *Health and Safety Training* !J 1 F.9 P.9 Nov 11 02 10:06a PSC Discovery I 9708457338 NOV 10 2002 6:49PM HP LASERJET 3200 Boulder Environmental Management, Ine. 5 Doer Trail Road, Boulder, CO 80302 Phone: (303) 449-1175 Fax (303) 4184605 Introduction: On November 6, 2002, Boulder Environmental Management, Inc.'s air monitoring specialist, Mark Symmank, collected final air clearance samples from Mountain Haus I' floor East side, 292 East Meadow Drive, Vail, Colorado. Prior to testing, a visual inspection was performed to confirm the completeness of asbestos removal and cleanup. The visual inspection was performed in accordance with the American Standard for Testing and Materials' "Standard Practice for Visual Inspection of Asbestos Abatement Projects". All abated asbestos materials, including contaminated dust, debris, or residues were satisfactorily detemrined to have been removed. Air samples were then collected inside the contained area utilizing aggressive air sampling techniques as described in 40C.F.2 Part 763, Appendix A to Subpart E (EPA 1995). Five air samples and two blanks were analyzed utilizing Phase Contrast Microscopy (PCM) employing the NIOSH 7400 method. The results of the PCM analyses as follows: Sample ID Location Volume (liters) Result (flberslcc) 1. 11 -6 -MS -COI #109 at front door 1200 0.003 2. 11 -6 -MS -CO2 hall at #109 1200 0.002 3. 11 -6 -MS -0O3 #112 center dining rm. 1215 0.003 4. 11-6-MS-CO4 #111 S. wall, living rm. 1200 0.004 S. 11-6-MS-CO5 #109 kitchen sink 1230 <0.002 Discussion: Samples were analyzed by a trained microscopist under the direct control of Boulder Environmental Management, Inc. Boulder Environmental Management, Inc. successfully participates in the American Industrial Hygiene Association's Proficiency Analytical Testing Program (PAT) for determining concentrations of airborne asbestos fibers. (Laboratory 1. D. 10293 5) Conclusion: The sample results complied with the State of Colorado Department of Public Health and Environment regulations for post -abatement air quality. *Asbestos*Lead*Industrial Hygiene*Safety*Final Air Testing* *Health and Safety Training* t 7 �7----- Vu p Vj" . I al-' � t ; %- � tY !�!/j,+ryi Y ,L Y .ice •:� Y - YU• .Y..'`��,• '� � \�� '-Y. �' :. r r 77� i .•-f.,''�! �S t i ,jj'' i+ ,r •'` .y • , r • . , • : •.{.L/ • 1 � �' = yl• � � ' � -,L • .. :-+ 7r+ d "`f 1 �5 .�'ST/'+. •:�L"s ��+ �� •`ti y' ,, Rr� 'Sf :�G )t i'�f � ,yfr .; '. L,� � ��.���c� �Nlt .. est � � 1 � � � L i J. y � ,��..! 1�' • k �. r \ •.. � - �.•�/� r � ►. { . � • 7. +! 7/;` j:Jil.. — t'. 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S a - !-Rt _ �,:�r (f'.'• - .. .�.: •- • • •- •: ZS'• . *1 '•: 3�4i ;. t. .14 . .t+,'2"• !s, r - �•'; . �i I'.'•:• `�`wa"•J'' _•.IT' r�R S i :i. - Of y r Y � s •� � � •.L.s. _ ���r �7r�'��,� .,s:r.` 1 .. � at +s � :.s E �4Y!�'. S ' r `u US W 4 .. is ".��- r.r?� ir' q 'r' If! r t ,r , '..w wi• Y�' IF � ,1'�st�+ .- •h••% - y'l - r��- ,�. a' �} +.'- rr_' ,�f�17'. y t' -' . .7..:.. � •' �x � EI 'd OOZE 13CMASHI dH WdES=9 2002 OT ICON EI 'd SEELS-trSOLG I R.la^oosla OSd e60:0T ZO IT ^oN o 04-m , t�W �0+ooi +t ►n 4mmWAPj—& 4 Illi -y— +Vt '�P XN - aYMM 4* PA PEM" f "lam+w� e w�ior R+�++ogq it '•Tq�x400e 7mt _ aw ani �w �i�rs �p � � 1 t+� Nord �aa+�j dii �ldi+� pr�i�ia�wi+d r��t ti 'S.�wl+uo) 4unu xoi ao A��+ p�s� � F�1 a. ai�11u aawvo►++! 7�)�f SII 74M13r t +/ Aaaa++wp ut srt w Pa+��aaft4 q N 1•ugA+L air .-i tt 't»es� +Kfi7or�r agrtu � x+wd+ aAIrww �4l �rr4Nyr q n3 was p mwu lrFi MR *--W ++a+ga NP 644 • : m �aaxp •,aArrp MUNN AM aOM t umrr tt05mt-M in �p coati by AMS nWA10M aumoi-ting x urmn lmmw uwt n.tLSRc IMUTAr x3u=iase bT 'd 002E iwNASd1 dH WdSS :9 2002 01 AON bT'd BEELSbBOL6 I RJeADOSIG OSd eZT=OT ZO TT AOW Nov 11 02 10:12a PSC Discovery I 9708457338 P.15 NOV 10 2002 6:56PN HP LASERJET 3200 P.15 &A Boulder Environmental Management, Inc. 5 Deer Trail Road, Boulder, CO 80302 Pbove: (303) 4491175 Fax: (303) 418-1605 November S, 2002 A & L Abatement Mr. Bennie Campton 3111 West Hampden Ave. Englewood, CO 80110 RE: Final Air Clearance Monitoring Mountain Haus, 1'` floor West side, 292 East Meadow Drive, Vail, Colorado Dear Mr. Campton, Attached is the report for the final air clearance monitoring performed on November 6, 2002 at Mountain Hans, V floor West side, 292 East Meadow Drive, Vail, Colorado. If you have any questions regarding the contents of this report, do not hesitate to contact us. Thank you for this opportunity to have served you. Sincerely, Chris Maron Project Manager *Asbestos*Lead"Industrial Hygiene*Safety*final Air Testing* *Health and Safety Training* Nov 11 02 10:12a PSC Discovery I 9708457338 NOV 10 2002 6:56PM HP LASERJET 3200 Boulder Environmental Management, Inc. 5 Deer Trail Road, Boulder, CO 80302 Phone: (303) 449-1175 Fix: (303) 418-1605 Introduction: On November 9, 2002, Boulder Environmental Management, Inc.'s air monitoring specialist, Chris Maron, collected final air clearance samples from Mountain I3aus, I" floor West side, 292 East Meadow Drive, Vail, Colorado. Prior to testing, a visual inspection was performed to confirm the completeness of asbestos removal and cleanup. The visual inspection was performed in accordance with the American Standard for Testing and Materials' "Standard Practice for Visual Inspection of Asbestos Abatement Projects". AlI abated asbestos materials, including contaminated dust, debris, or residues were satisfactorily determined to have been removed- Air emoved Air samplcs were tben collected inside the contained area utilizing aggressive air sampling techniques as described in 40C.F.R. Pari 763, Appendix A to Subpart E (EPA 1995). Six air samples and two blanks were analyzed utilizing Phase Contrast Microscopy (PCM) employing the NIOSH 7400 method. The results of the PCM analyses as follows: Sample ID Location Volume (liters) Result (fibers/ce) 1. 11 -09 -CM -C 1 106 foyer 1110 0.005 2. 11 -09-CM-C2 104 kitchen 1095 0.004 3. 11 -09 -CM -C3 102 foyerlhall 1080 0.005 4. 11 -09 -CM -C4 105 living room 1095 0.003 5. 11 -09 -CM -05 103 fireplace 1080 0.006 6. 11 -09 -CM -C6 101 fireplace 1080 0.009 Discussion: Samples were analyzed by a trained microscopist under the direct control of Boulder Environmental Management, Inc. Boulder Environmental Management, Inc. successfully participates in the American Industrial Hygiene Association's Proficiency Analytical Testing Program (PAT) for determining concentrations of airborne asbestos fibers. (Laboratory I.D. 102935) Conclusion: The sample results complied with the State of Colorado Department of Public Health and Environment regulations for post -abatement air quality. *Asbestos*Lead*Industrial Hygiene*Safety*Final Air Testing* *Health and Safety Training* P.16 P. 16 Nov 11 02 10:13a PSC Discovery I 9708457338 p.17 NOV 10 2002 6:56PM HP LRSERJE7 3200 p.17 m 0 II U W plot Irk't z � O � I oil 1 1111 m 0 II U W z � O � Nov 11 02 10:13a PSC Discovery I 9708457338 P.18 NOV 10 2002 6:SVPM HP LRSERJET 3200 P.18 Nov 11 02 10:17a MOV 10 2002 7:00PM PSC Discoverd I HP LHSERJET 3200 Aw r FI -9, 19 MVd 9708457338 P.19 p.19 fLL; VEOE SO:rT %66T/TT/u'1 WO µ, •`�f Imo/ 0y _.. u V? Oi U V C O O a4 w� z P.19 p.19 fLL; VEOE SO:rT %66T/TT/u'1 I I 0 Nov 11 02 1O:18a PSC Discovery I 9708457338 N,OV_1O 2002 7:01PM HP LASERJET 3200 Nm=m= MLWNrs "Hats Om fm�ee La ID -um AlaW 0 Z= irirpeMl�earfs �.• � .-.. • ft dyads. mm . iq.+wA on mal nAtw of moor tv to Myn& rir nsrstors rw ~t do nnbsr of &%Npb&o romAtt. A '-• l p §ft na�wtadto4 wd pis rnatgaeLd�oi A aro ie w nwcaar- P h solk �rW w bod an e�cad nru(n ar for rangy (os yyrsre ). A l�'a psr}orwsa at anch�• tym I. rated POft1mt ID) Iii 1) tlnrfortta (M -or d w msAsad rsa�la ow farecu w eoefptt&e or a for• us fact oAr eaasi, sil SWOWA as. lad .wd tr MM WtMMb*Mble. If . ttiauertorY r-Fliw st+rpla tors sdeaet ad dm est rq rt Oo dsti, tM nuts vitt bs c=WP W usMespo�le for LMt mfom er'rc. i` 9 p.21 p. 21 Nov 11 02 10:00a PSC Discovery I 9708457338 Vail Estates Fax MC55acjC Please call (970) 845-1 1 17, if you did not receive all pages. Fax return to (970) 845-0850. Totalfopages including thio cover page. To: From: Pax: Date: 5ubject: ` e25 A-B06Tf-'�� Message: Theresa W. Smith, Broker www.VailEstates.com P.O. Box 3639, Vail Colorado 81658 Toll Free: (866) 845-1117 Local: 970.845-1117 (970) 845-0850 Fax �I I Vail Estates Fax MC55acjC Please call (970) 845-1 1 17, if you did not receive all pages. Fax return to (970) 845-0850. Totalfopages including thio cover page. To: From: Pax: Date: 5ubject: ` e25 A-B06Tf-'�� Message: Theresa W. Smith, Broker www.VailEstates.com P.O. Box 3639, Vail Colorado 81658 Toll Free: (866) 845-1117 Local: 970.845-1117 (970) 845-0850 Fax TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD s I- VAIL, CO 81657 970-479-2138 (�u� NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT COMM BUILD PERMT Permit #: B02-0314 Job Address: 292 E MEADOW DR VAIL Status ...: ISSUED Location.......: 292 E MEADOW DR Applied..: 09/24/2002 Parcel No....: 210108228000 Issued ...: 10/08/2002 Project No .: PRJ02-0357 Expires ...: 04/06/2003 OWNER MOUNTAIN HAUS CONDO ASSOC 09/24/2002 Phone: 476-2434 292 E. MEADOW DR VAIL CO 81657 License: CONTRACTOR INTEGRATED RESOURCES LLC 09/24/2002 Phone: PO BOX 639 MINTURN CO 81645 License: 197-A APPLICANT INTEGRATED RESOURCES LLC PO BOX 639 MINTURN CO 81645 License: Desciption: SPA/EXERCISE ROOM INTERIOR REMODEL Occupancy: R1 Multi -Family Type Construction: II FR Type II Fire Resistive Type Occupancy: ?? Valuation: $109,050.00 09/24/2002 Phone: 970-827-5634 Add Sq Ft: 0 Fireplace Information: Restricted: # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 **s***********s****s**********s******s***s***s*s*s*s*s**s********s*ss FEE SUMMARY************s**s***s*s************************************** Building ------ > $780.00 Restuarant Plan Review--> $0.00 Total Calculated Fees--> $1,290.00 Plan Check --- > $507.00 DRB Fee ------------------ > $0.00 Additional Fees ---- ---> $0.00 Investigation-> $0.00 Recreation Fee —------------ > $0.00 Total Permit Fee-------> $1,290.00 Will Call-----> $3.00 Clean-up Deposit ---------- > $0.00 Payments-----------------> $1,290.00 TOTAL FEES ---------- --> $1,290.00 BALANCE DUE ------- > $0.00 *ssssssss****s*s****s***sss***s*s*sss*s***s*sssssssssss*ssssss*s*sssssssssssssssssssssss**s******s**ssssssssssssssss*****s********************s** Approvals: Item: 05100 BUILDING DEPARTMENT 10/08/2002 cdavis Action: AP Subject to Field Inspections Item: 05400 PLANNING DEPARTMENT Item: 05600 FIRE DEPARTMENT Item: 05500 PUBLIC WORKS 10/02/2002 is Action: DN Proposed staging area (dumpster,parking) is of concern, VML is doing the street improvements, which will make E. Meadow Drive to narrow. I have left message with Larry S. - Intergrated Resourses to call me. 10/08/2002 is Action: AP New staging plan submitted and approved. No work on street allowed other than staging of trash dumpster. See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Tom thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN WbYAi1( jfM7VF,(ttjjNE AT -479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. SIGNATURE OFJO,VC;4tER OR CONTRACTOR FOR HIMSELF AND OWNEF PAGE 2 CONDITIONS OF APPROVAL Permit #: B02-0314 as of 10-08-2002 Status: ISSUED Permit Type: ADD/ALT COMM BUILD PERMT Applicant: INTEGRATED RESOURCES LLC 970-827-5634 Job Address: 292 E MEADOW DR VAIL Location: 292 E MEADOW DR Parcel No: 210108228000 Description: SPA/EXERCISE ROOM INTERIOR REMODEL Conditions: Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Applied: 09/24/2002 Issued: 10/08/2002 To Expire: 04/06/2003 TOWN OF VAIL, COLORADO Statement Statement Number: R000003231 Amount: $1,290.00 10/08/200203:01 PM Payment Method: Check Init: DDG Notation: Mountain Haus 09497 Permit No: B02-0314 Type: ADD/ALT COMM BUILD PERMT Parcel No: 210108228000 Site Address: 292 E MEADOW DR VAIL Location: 292 E MEADOW DR Total Fees: $1,290.00 This Payment: $1,290.00 Total ALL Pmts: $1,290.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts BP 00100003111100 BUILDING PERMIT FEES 780.00 PF 00100003112300 PLAN CHECK FEES 507.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 ----------------------------------------------------------------------------- u APPLICATION T�EAlm UNSI Project #: Building Permit #: 60 9701379-2149 (Inspections) TOWN OF VALE A TOWNtiACTOR G PER T A LIC Separate Perlectrica I mec is c.l 75 S. Frontage Rd. Vail, Colorado 81657 O General Contractor: Town of Vail Reg. No.: Contact and Phone #'s: e, xtes� 4th. 1°t? -q '02-1-LAtol JFE�mailddress:��L� M N� Contractor Signature: COMPI FTF 7&f -�A*rw(z rnD mi in niKit-_ oamKii r ii c BUILDING: $ ©, p� - - ELECTRICAL: $ Ci t.� . O0 — ,.,a«11a1-0 OTHER: $ L}(} Ipp.00 �ES� PLUMBING: $ (l jQ,Op MECHANICAL: $ .--. TOTAL: S Oc) For Parcel # Contart Farrla rnimfii d ccneenre n#P..- -4 n7n 13')0 0& An __ ..:_: I... _ _ Parcel # 2.1pl, 2.1oI O&Z , Z8. 00 --- 0E Z . Z , 07Co Job Name: Job Address: "" VpTkL_ D —ILLegal Description Lot: w- Block: wa Filing: d jJ,q Subdivision: 14/A Owners Name: to Gor\�j A� Arc ect/Designer: �A10 ddres to I�2. pr1 l� C -fl Phone: -2 Address:Phone: i °t" 5. [30 3 - Engineer: Address: Phone: Detailed descriptiono work:�pq % R6rrov��► L'Efl�c-£ Tt�. , eErwF Gt�4 e-344 c WN V4,NEE Work Class: New( ) Addition( ) Remodel (v < Repair( ) Demo( ) Other ( ) Work Type: Interior ( �' Exterior ( ) Both ( ) Does an EHU exist at this location: Yes( ) No Type of Bldg.: Single-family ( ) Two-family ( ) Multi -family ( ommercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: -7C) 1N07of Accommodation Units in this building: -75 No/Type of Fireplaces Existing: Gas Appliances Gas Los Wood/Pellet ( Wood Burning No/Type of Fireplaces Proposed: Gas_Appliances Gas Los Wood/Pellet Wood Burning NOT ALLOWED) 1. Does a Fire Alarm Exist: Yes ( No ( ) Does a Fire Sprinkler System Exist: Yes No *************************************FOR OFFICE USE ONLY************************************** Other Fees: Type of Construction: LAccepted By: �DRB Fees: Occupancy Group: I Planner Sign -off: Public Way Permit Fee: Date Received: \\Jail\data\cdev\FORMS\PERMITS\BLDGPERM.DOC 07/26/2002 MINUTES OF THE MEETING OF THE BOARD OF MANAGERS OF MOUNTAIN HAUS CONDOMINIUM ASSOCIATION April 13, 2002 A meeting of the Board of Managers of the Mountain Haus Condominium Association was convened on April 13th at 2:15 p.m. by President Jerry Hess. Other managers present at the meeting were Dr. James Casey, William Graham, Jr., Alejandro Quiroz, Lanning Schiller, Ann Selph, Tad Smith and Don Tunks. Steven Hawkins, the general manager of the Association, Rob Rothenberg, comptroller and Barbara Banks, legal counsel, were also in attendance. As the first order of business, Jerry Hess requested the approval of the Minutes of the November 30, 2001, December 1, 2001 and January 18, 2002 meetings of the Board of Managers, and upon motion duly seconded, the Board approved these Minutes as submitted. As the next order of business, Lanning Schiller gave the Building and Grounds Report. First, Dr. Schiller reported on the status of the 2002 capital projects. The spa cover replacement, high speed lobby internet system, guest elevator trim, computer upgrades to offices, trash elevator repair and laundry room upgrades are all in progress and are materially within budget. Dr. Schiller then reviewed proposed future capital renovations. The upper hallways re -carpeting project, repairs to the spa and a proposal for a relocated weight room are under consideration. The weight room is to be moved to the current employee lunch room. Following discussion upon motion by Dr. Casey and seconded by Tad Smith, the Board unanimously adopted the following resolution: RESOLVED, that the hallway re -carpeting, owner/guest spa repairs and relocated and expanded weight room projects be approved, such work to be completed during the fall building closure. The exercise room will be moved to the present employee's lunch room. y� Questions? Call the Building Team at 479-2325 wy ,, Building Permit Submittal Checklist Department of Community Development Project Name: _I�npcti>�tAi�J NIq��,S Ga NDO \4, Ot . Project Address: 2A7_. E fie_ v4k c_ . Ln ✓ This Checklist must be completed before a Building Permit application is accepted. V� All pages of application is complete 0 A Has DRB approval obtained (if required) Provide a copy of approval form condominium Association letter of approval attached if project is a Multi -Family complex 0At Complete site plan submitted q/ Pu lic Way Permit application included if applicable (refer to Public Works checklist) Staging plan included (refer to Public Works checklist) No dumpster,parking or material storage allowed on roadways and shoulders without written approval 4 Asbestos test and results submitted if demolition is occurring ❑ Architect stamp and signature (All Commercial and Multi family) Full floor plans including building sections and elevations(4 sets of plans for Multi -Family and Commercial) rllw Window and door schedule ,,0( Full structural plans, including design criteria (ie.loads) LJJsStructural Engineer stamp and signature on structural plans (All Commercial and Multi Family) 10 Soils Report must be submitted prior to footing inspection 01 Fire resistive assemblies specified and penetrations indicated Smoke detectors shown on plans JA Types and quantity of fireplaces shown Applicant's Signature: Date of submittal: 02. Received By: F:/everyone/forms/bldperm2 TOWN OF YAH BUILDING PERMIT ISSUANCE TIME FRAME If this permit requires a Town of Vail Fire Department Approval, Engineer's (Public Works) review and approval, a Planning Department review or Health Department review, and a review by the Building Department, the estimated time for a total review will take as long as three (3) weeks. All commercial (large or small) and all multi -family permits will have to follow the above mentioned maximum requirements. Residential and small projects should take a lesser amount of time. However, if residential or smaller projects impact the various above mentioned departments with regard to necessary review, these projects may also take three (3) weeks to review and approve. Every attempt will be made by this department to expedite this permit as soon as possible. I, the undersigned, understand the plan check procedure and time frame. I also understand that if the permit is not picked up by the expiration date, that I must still pay the plan check fee and that if I fail to do so it may affect future permits that I apply for. Agreed to by: Print name Project Name: Date: YZ.D/oZ F: everyone/forms/bidperm3 TOWN OF*VAIL HOW DID WE RATE WITH YOU? Town of Vail Survey Community Development Department Russell Forrest, Director, (970) 479-2139 Check all that applies. 1. Which Department(s) did you contact? Building �vironmental Housing Admin Planning DRB PEC _ 2. Was your initial contact with our staff immediate V/ -""Slow or no one available ? 3. If you were required to wait, how long was it before you were helped? i b W4 -o- 4. Was your project reviewed on a timely basis? Yes / No If no, why not? 5. Was this your first time to file a DRB app PEC app Bldg Permit N/A 6. Pkase rate the performance of the staff person who assisted you: 5 4 3 2 1 Name: (knowledge, responsiveness, availability) 7. Overall effectiveness of the Front Service Counter.4 3 2 1 8. What is the best time of day for you to use the Front Service Counter? INO91#31*5(0 9. Any comments you have which would allow us to be+ter serve you next time? Thank you for taking the time to complete this survey. We are committed to improving our service. WHEN A "PUBLIC WAY PERMIT" IS REQUIRED PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING QUESTIONS REGARDING THE NEED FOR A "PUBLIC WAY PERMIT": ❑ Is this a new residence? YES NO ✓— ❑ Does demolition work being performed rete the use of the Right -of -Way, easements or public property? YES V NO ❑ Is any utility work needed? YES NO ✓ ❑ Is the driveway being repaved? YES NO ❑ Is a different access needed to the site other than the existing driveway? YES NO ❑ Is any drainage work being done that affects the Right -of -Way, easements, or public property? YES NO ✓ ❑ Is a "Revocable Right -of -Way Permit" required? YES NO_� ❑ rJ Is the Right -of -Way, easements or public property to be used for staging, parking or fencing? l• YES NO If answer is NO, is a parking, staging or fencing plan required by Public Works? • YES NO If you answered YES to any of these questions, a "Public Way Permit" must be obtained. "Public Way Permit" applications may be obtained at the Public Work's office or at Community Development (a sample is attached). If you have any questions please call Leonard Sandoval in Public Works at 479-2198. I HAVE READ AND ANSWERED ALL THE ABOVE QUESTIONS. Y►.tfE�e.� P�.2cf S . uL actor Sig tur Company Name Job or Project Name: Yrc>yAYr-P i4 Cpi-� H. A. Date Signed: c%/20�OZ F:/everyone/forms/bldperm4 TOWN PUBLIC WORKS AND THE PUBLIC WAY PERMIT PROCESS How it relates to Building Permits: Fill out the attached check list with the Building Permit Application. If yes was answered to any of the questions then a "Public Way" permit is required. You can pick up an application at either Community Development, located at 75 South Frontage Road or Public Works, located at 1309 Elkhorn Drive. Notice sign -offs for utility companies. ALL utilities must field verify (locate) respective utilities prior to signing application. Some utility companies require up to 48 hours notice to schedule a locate. A construction traffic control/staging plan must be prepared on a separate sheet of paper. An approved site plan may also be used. This plan will show locations of all traffic control devices (signs, cones, etc.) and the work zone, (area of construction, staging, etc.). This plan will expire on November 1st and will need to be resubmitted for consideration for approval through the winter. Be aware that your resubmission for winter may be denied depending on the location of construction. Sketch of work being performed must be submitted indicating dimensions (length, width and depth of work). This may be drawn on the traffic control plan or a site plan for the job. Submit completed application to the Public Work's office for review. If required, locates will be scheduled for the Town of Vail electricians and irrigation crew. The locates take place in the morning, but may require up to 48 hours to perform. The Public Work's Construction Inspector will review the application and approve or deny the permit. You will be contacted as to the status and any requirements that may be needed. Most permits are released within 48 hours of being received, but please allow up to one (1) week to process. As soon as the permit is approved, the Building Department will be notified, allowing the "Building Permit" to be released. Please do not confuse the "Public Way Permit" with a "Building Permit". NOTE: The above process is for work in a public way ONLY. Public Way Permits are valid only until November 15th. A new Public Way Permit is required each year if work is not complete. Re-application each November 15th does not mean an automatic renewal. I have read and understand the above. Vz,0�0 Z igna ure 6ate Signed F:/everyone/forms/bldperm5 DRAINAGE AND CULVERT INSPECTIONS ARE REQUIRED BY PUBLIC WORKS! Please read and check off each of the items below: the Town of Vail Building Department has developed the following procedures to ensure that new construction sites have adequately established proper drainage from building sites along and adjacent to Town of Vail roads or streets. he Town of Vail Public Works Department will be required to inspect and approve drainage adjacent to Town of Vail roads or streets and the installation of temporary or permanent culverts at access points from the road or street onto the construction site. Such approval must be obtained prior to any requests for inspection by the Town of Vail Building Department for footings, temporary electrical or any other inspection. Please call Leonard Sandoval at 479-2198 to request an inspection from the Public Works Department. Allow a minimum of 24 hour notice. Iso, the Town of Vail Public Works Department will be approving all final drainage and culvert installation with resulting road patching as necessary. Such approval must be obtained prior to any Final Certificate of Occupancy issuance. Ngreed to by: tbeg--4 Print Name —ittnatu • - A. Date Signed: �°t/zooz. F:/everyone/forms/bldperm6 TOWN MATERIAL STORAGE AND CONSTRUCTION PARKING Please read and check off each of the items below. (Copies of complete text are available upon request) CODE 5-2-10: DEPOSITS ON PUBLIC WAYS PROHIBITED Unlawful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt, snow, ice, or any other debris or material upon any street, sidewalk, alley or public place, or any portion thereof. V - Notice; Abatement: The Director of Public Works may notify and require any person who violates or causes another to violate the provision of subsection A hereof, or who has in the Director's employment a person who violates or causes another to violate the same, top remove such sand, gravel, rocks, mud, dirt, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice by the Director of Public Works. In the event the person so notified does not comply with the notice within the period of time herein specified, the Director of Public Works, or other authorized agent, may cause any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed /from any street or alley at the expense of the notified. � Summons and Penalty: As an alternative to the notice for removal provided in subsection B above, any person who violates or causes another to violate the same, may be issued a summons to appear before the Municipal Court of the Town for said violations, and upon being found guilty of a violation hereunder be punished as provided in Section 1-4-1 of this code. ql�ot:ice and Penalty: It is unlawful for any person to fail or refuse to comply with the notice of the Director of Public Works as provided in subsection B hereof, and any such person shall, in addition to payment of the expense of removal incurred by the Director of Public Works, as provided in subsection B hereof, upon being found guilty of a violation hereunder, be punishable as provided in Section 1-4-1 of this Code. (1997 Code: Ordinance 6 (1979). CODES 7-3A-1 AND 7-3A-3: PARKING OBSTRUCTING TRAFFIC & IMPOUNDMENT AUTHORIZED No person shall park any vehicle upon a street or at any other place within this Municipality in such a manner or under such conditions as to interfere with the free movement of vehicular traffic or proper street or highway maintenance. (Ord. 2(1968) § 1) �enever any police officer finds a vehicle attended or unattended, standing upon any portion of a street or upon any place within this Municipality in such a manner as to constitute a violation of any section of this Article, or left unattended for a period of twenty four (24) hours or more and presumed to be abandoned under the conditions prescribed by Colorado Revised Statutes section 42-4-1102, as amended, the officer shall require the vehicle to be removed or cause it to be removed and placed in storage in the nearest garage or other place of safety designated or maintained by this Municipality, and the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in addition to a ten dollar ($10) impoundment charge. (Ord. 2(1968) § 3: Ord. 28(1981) § 1) I have read and will comply with the above code provisions: L.AV—=.4 Pri Name Si nature Position or Relationship to Project: Cp Date Signed: 43 .O VZ F:/everyone/forms/bIdperm 7 a n 19 .0. jr .t -r .0. �11�L7 A -,l =.IJL 3MJS 30VIAOlS T3M01 a c 19 0-1 r �1 d1 1 d U N MAT Pa6c JJ M)� d u U) l5uilsixa gol.ew 01 aoiaava 000njs `pal.eool si aoop isea buitsixa lood aaagnn Ilene ui II!d -suwnloo poo/\A aaagj glinn eds punoae Ilene JIeq nnaN gone 10 aapulewaa sbuipao pue sheen Ild scoop pue uaia) poonn IIV builuied (aau6lsa(i aoualul Aq pasegoand slgbil 6uiliao pue `Aj!uen `IIeM) sueo ssaoaa nnau 141inn S gbil bulliao Ile ooeldaU S; '—,',-'9c#V7'tsd-slgbil Aouabiawa pue slgbil AI!UBA'8 Ilene ooeld@H Ali t►1 .7rytl9tx�w } uww-2 Q%o leoujoal]] sbulliao ou `sheen Ile uo a.inixa} Ianno4 pueH panouaaa si aadedllenn ache sllenn acyls ouaap aa4e sbuiliao pue slime o} sagojed pue saledE)H IlemAja uaooa a9�00-1 goea ui 19iloI bad auo ql!m slapol aoeld@H palleisul si aoop alij ache joauuooaa pue s}a1l01 joauuoosIa fiu.gwnid Sasolo aa}enn aano pajeoolaa pue wooagleq s,uauaoM ul Juan fiuiliao anolN :leIE)W Jaags pue builuan 19tO-s 'aid S ; 9 �`<Z 7�jqa<1 aadedllenn anouaaU pooeldaa aq of sIaliol anouaad food apislno of aoop IseEl anouaaH jadaeo buijsixa anoWaa slgbll Aoua6aauae saanlxi j pue sjg6il palunow Kenn buiIsixa anouaaa ; 1 0� a saipeq u `uaooa suaW u� a�saoaalua Aliuen anouaaU 'FabMwMjpfiq slasolo aajenn punoae sllenn uo 91i1 anouaaa suaooa weals pue sllels aannogS ul jdaoxa aooii alit Ild 3r\c7w-3a -Moolq sselE) @01110 aauaoo anouaaa OW@(] `dd S 1410s pue slleM 'sbulilao Ile juled juled aalowie nnau puluaq jai oos aleoolad -dwe 0z auo sja�oos aoolj g }seal le Ile�sul -aau6lsaQ aouajul Aq pap!noad sginq pue sued -fiulllao ojul fiullufill mou Ileisul leola�oal� afieaols Aip ui uollels aalloo ajeoolaH fiulgwnld jonp ppu qj!M jonp Ilos ooeldaa fiul�uan jadaeo anowad fiuli!aa anowad owaQ a,a saoa41w waw -N�vw aL waele Wll aol uoj!Ms find @Ieoolaa DI paau Aew **,, sIasolo aaIenn u! 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FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE DEPARTMENT OF COMMUNITY DEVELOPMENT THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Job Address: 292 E MEADOW DR VAIL Location.....: 292 E MEADOW DR =�) Parcel No...: 210108228000 Project No : f "KKpZ —p 3 S _+ Permit #: E02-0195 Status ...: ISSUED Applied..: 09/24/2002 Issued . .: 10/18/2002 Expires . .: 04/16/2003 OWNER MOUNTAIN HAUS CONDO ASSOC 09/24/2002 Phone: 476-2434 292 E. MEADOW DR VAIL CO 81657 License: CONTRACTOR WRANGLER ELECTRIC, INC. 09/24/2002 Phone: 303-933-3786 4550 SOUTH KIPLING SUITE 12 LITTLETON, CO 80127 License: 230-E APPLICANT WRANGLER ELECTRIC, INC. 4550 SOUTH KIPLING SUITE 12 LITTLETON, CO 80127 License: 230-E 09/24/2002 Phone: 303-933-3786 Desciption: REPLACE EXISITING CANS AND ADD 2 EMERGENCY LIGHTS IN SPA AREA. MOVE COFFEE MAKER CIRCUITS/ADD 6 FLOOR OUTLETS & TRACKLIGHTING IN EXERCISE ROOM Valuation: $9,450.00 FEE SUMMARY Electrical--> $180.00 Total Calculated Fees—> $183.00 DRB Fee---> $0.00 Additional Fees —> $0.00 Investigation---> $0.00 Total Permit Fee —> $183.00 Will Call---> $3.00 Payments-- —> $183.00 TOTAL FEES—> $183.00 BALANCE DUE —> $0.00 Approvals: Item: 06000 ELECTRICAL DEPARTMENT 09/24/2002 DF Action: AP Item: 05600 FIRE DEPARTMENT CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADV AN"CE BY TEL,EPPONE AT 479-2149 OR AT OUR OFFICE FROM 5:00 AM - 4 PM. TURE QE OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF ON TOWN OF VAIL, COLORADO Statement Statement Number: R000003297 Amount: $183.00 10/18/200208:47 AM Payment Method: Check Init: WC Notation: Check 1043 -------------------------------------------------------------- Permit No: E02-0195 Type: ELECTRICAL PERMIT Parcel No: 210108228000 Site Address: 292 E MEADOW DR VAIL Location: 292 E MEADOW DR Total Fees: $183.00 This Payment: $183.00 Total ALL Pmts: $183.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------------------------------------------------- EP 00100003111400 TEMPORARY POWER PERMITS 180.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 ----------------------------------------------------------------------------- AMOUNT OF SQ FT IN STRUCTURE: t 5 y k ', ELECTRICAL VALUATION: $ C% 450. C]O Contact Eaa/e County Assessors Office at 970-328-8640 or visit www, eao%-county. com for Parcel # Parcel # -A 1 ji D-Ag Job Name: Lc)i a Job Address: 241Z 1E. rn A vJ L Cr Legal Description 7ot IJ�q Block: ryA Filing: t� q Subdivision: ►i/A Owners Name:A Address: v �� GD Phone: %A,7 Z 3 Engineer: A Address: Phone: Detailed description of work: i PthC f -EX Z L.%& � 5PA AeiEA . MOVE C'0FFF-i:—' MA.V.F-E- C-\eCA/,_k c -a- AI>TZ�b to FwCC% OLcT-W=_7S A,,, . L-� N'C' ►J� I to (EX ECAI -, . Q -Oa h'1 Work Class: New( ) Addition ( ) Remodel (1< Repair ( ) Temp Power ( ) Other ( ) Work Type: Interior (✓� Exterior ( ) Both ( ) Does an EHU exist at this location: Yes( ) No( ) Type of Bldg.: Single-family ( ) Duplex ( ) Multi -family ( Commercial (V,� Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: -70 No. of Accommodation Units in this building: Is this permit for a hot tub: Yes No Does a Fire Alarm Exist: Yes (V<- No( ) Does a Fire Sprinkler System Exist: Yes ( No ( ) ***-1. C*****_;.********Y**********FOR OFFICE USE ONLYr************************************ Other Fees: Date Received: DRB Fees: Accepted By: Planner Sign -off: \\Vail\data\cdev\FORMS\PERMITS\ELECPERM.DOC 07/26/2002 TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES SPRINKLER PERMIT Permit #: F02-0066 Job Address: 292 E MEADOW DR VAIL Status ...: ISSUED Location.....: 292 E MEADOW DR Applied..: 10/22/2002 Parcel No...: 210108228000 Issued . .. 10/24/2002 Project No C a 0 Z _ D Expires. .: 04/22/2003 OWNER MOUNTAIN HAUS CONDO ASSOC 10/22/2002 Phone: 476-2434 292 E. MEADOW DR VAIL CO 81657 License: CONTRACTOR U.S. ENGINEERING COMPANY 10/22/2002 Phone: 970-669-1666 P.O. BOX 905 LOVELAND, CO 80539 License: 239-S APPLICANT U.S. ENGINEERING COMPANY 10/22/2002 Phone: 970-669-1666 P.O. BOX 905 LOVELAND, CO 80539 License: 239-S Desciption: REVISE SPRINKLERS FOR NEW CEILING LAYOUT Valuation: $1,821.00 ********************************************************************* FEE SUMMARY Mechanical --- > $40.00 Restuarant Plan Review--> $0.00 Total Calculated Fees--> $53.00 Plan Check--> $10.00 DRB Fee--------------> $0.00 Additional Fees----> $0.00 Investigation-> $0.00 TOTAL FEES —------- --> $53.00 Total Permit Fee- > $53.00 Will Call----> $3.00 Payments--------------> $53.00 BALANCE DUE—--> $0.00 Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT 10/23/2002 mvaughan Action: AP clarify room use. show reason for not sprinkling one room. this is unclear on the plans. verify at inspection. CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. ssssssssssssssssss*ss*s*sssssssssssssssssssss*sss***s*ssssssssssssssssss****::sssssssssss**:ssss:ssss***::::sssssss**::sssssss:::sssssss*ss::ssss DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2135 FROM 8:00 AM - 5 PM. TOWN OF VAIL, COLORADO Statement Statement Number: R000003330 Amount: $53.00 10/24/200210:36 AM Payment Method: Check Init: JAR Notation: 7127 US Engineering Permit No: F02-0066 Type: SPRINKLER PERMIT Parcel No: 210108228000 Site Address: 292 E MEADOW DR VAIL Location: 292 E MEADOW DR Total Fees: $53.00 This Payment: $53.00 Total ALL Pmts: $53.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts MP 00100003111300 MECHANICAL PERMIT FEES 40.00 PF 00100003112300 PLAN CHECK FEES 10.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UN$ " ' 6357- Project #: ] Building Permit #: Sprinkler Permit #: Ai 970-479-2135 (Inspections) TOWN OFVA L TOWN OF VAIL FIRE SPRINKLER PERMIT APPLICATION Fire Sprinkler shop drawings are required at time of permit submittal and 75 S. Frontage: d. must include the following. Permit application will not be accepted Vail, Colo 16 w' hout this information: A Colorado Registered Engineer's stamp or N.I.C.E.T. Level III (min) stamp. • Equipment cut sheets of materials. • Hydraulic calculations. qV • A State of Colorado Plan Registrationtir N j Plans must be submitted by a Registered Fi Protection Contractor. CONTRACTOR INFORMATION -41L Fire Sprinkler Contractor: Town of Vail Reg. No.: Contact and Phone #'s: 89uc6 X03 V -03 3a E -Mail Address: c M o Ny-olh e U �Olr2 _ Contractor Signature: 11;; . COMPLETE VALUATIONS FOR ALARM PERMIT (Labor & Materials) LSprinkler: $ 19 Contact Eagle County Assessors Office at 970-328-8640 or visit www, eagle -county. com for Parcel # Parcel # 2101--paZ• 2$ .aj� 21D1. " OSZ. 7•S .0740 Job Name: , A Job Address: Zq Z E , Legal Description Lot: ,q][ Block: P/A J Filing: n} Subdivision: Owners Name a • e Ph ne: 4 iO Z Engineer: Address: Phone: Detailed Location of work: (i.e., floor, unit #, bldg. #) Detailed description of work: 1—work Class: New( ) Addition ( ) Remodel ( Repair ( ) Retro -fit ( ) Other ( ) Type of Bldg.: Single-family ( ) Two-family ( ) Multi -family (commercial (%,-)''kestaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: - -fib No. of Accommodation Units in this building: "15 Does a Fire Alarm Exist: Yes (v<– No ( ) Does a Fire Sprinkler System Exist: Yes (v, ' No( ) _ �3V ELX XXYY�:Y YY%XY]CX]C 'iCXXXXXXXXX X�FYX7FXXY****FOR OFFICE USE ONLY*Y�rYr**iC i:X]F )FX�XYXXXiC 3: ]F Y.XX>e Other Fees: Date Received: Public Way Permit Fee: Accepted By: Occupancy Group: \\Vai I\data\cdev\FORMS\PERM ITS\S PRKPERM. DOC 07/26/2002 OCT 2 1 2002 TOV-COMMEV. OCT -21-2002 14:48 US ENGINEERING 970 663 0685 P.04Z04 STATE OF COLOWO DIVISION OF FIRE'lSk . ftTY PLAN REGISTRATIO-MBiRM Date J -4j) -m.67 -Contractor Registration Number 02 - 0 -1 Contractors Name [j6L?q1jbL6q Mailing Address �7"Zq city Z, Zip Code Telephone No. QXxogmo. Name o it UA.V. &A.-VatrulL UL .r c 9c. I Nature ture 4d jkdd'Tps of ene6�4�61. . . . . . . . . . . . . . Namdand AddressA Owned , Plan reviewed .by %A (Sig Nk� License/Cert. No. . ..... . ... '4we&by Plan.i. v 'bertik,cation No- Ing p:, ,��ort Condyc&d by. wk" System Test Signature ye-' B Certification No.y: T'12al a 1L Comments Z, .. . .... ......... f 'Z �.4 - wtu i,, Date erP f".1 d F rC suppression In'spe I c'tqt) RM ir Mr%W nspector) Wd4MPProved rkified'Fire Suppression Inspector) (for additional comments use separate sheet) Distribution: Original copy goes to Division of Fire Safety upon total completion of form. Copy to local fire department. Copy to contractor and copy to building owner upon completion and sign -off. TOTAL P.04 IJC,I-21-2002 14:46 US DIG INEEP.ING 970 663 0685 P.02/04 1 -11u 4 D 04 -T] M rules- I' ry CA 00 Z r1 M Q �--r m vl N \ Z -o r x F 7C 0 M ' 1 N N N C � Z Fit v V7 ch Ln Ln r d L O '�' .• - m Q W Z -i D N N N 0-4 _D z Q X < < ;,n f0 3 n 3 N '-3 ' )rt,T TYP m F, mcl o Az ao • H n ry D • Z D X V m ►'• " Q o n w" o z n>- C a � M l� o ys. ^ O N �' FWD (D ~ CD i t - < ::�fl m Ile 1- `0 � � A ` o rm ' - 1' v, 3 l2-0 Cl r-. f�J OFO, Mountain Haus Cone erre n ;c, -e Roo m 10 U.S. ENGINEERING Co. MAI&MCCHANM4L CON RACTORS 5-5WY m Man No_ FP -1 OCT -21-2002 14:47 US ENGINEERING 970 663 0625 P.03iO4 r Cy bq''' m .L,� :34 e 1 ! m ND 2m Z y ;iv gin m3c� y to SIM Lx� m 9 3 Nr�i o y:. m y 1 O m ' 0 Z N D O m V / Mountain Haus Corfen c:e.Cl Room U.S. ENGINEERING Co.'!: ED FOUM" Di IM FP -2 STATE OF COLORADO DIVISION OF FIRE SAFETY PLAN REGISTRATION FORM Date )o ? Contractor Registration Number 402 — O 140 Contractors Name u CtI J1i C�-*2_j Jk)CL L-41!> Mailing Address "77C7 $1--W r Certification No. (Certified Fire Suppression Inspector) Jurisdiction. Comments (for additional comments use separate sheet) Distribution: Original copy goes to Division of Fire Safety upon total completion of form. Copy to local fire department. Copy to contractor and copy to building owner upon completion and sign -off. TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES OWNER MOUNTAIN HAUS CONDO ASSOC 292 E. MEADOW DR VAIL CO 81657 License: CONTRACTOR EDWARDS PLUMBING & HEATING, P.O. BOX 2051 EDWARDS, CO 81632 License: 131-P APPLICANT EDWARDS PLUMBING & HEATING, P.O. BOX 2051 EDWARDS, CO 81632 License: 131-P 09/24/2002 Phone: 476-2434 09/24/2002 Phone: 970-748-0944 09/24/2002 Phone: 970-748-0944 Desciption: REPLACE MENS/WOMENS BATHS WITH ONCE ADA APPROVED TOILET. CAP OF ONE EXISTING TOILET ROUHG-IN. CAP OFF WATERLINE IN EXERCISE RM AND RUN NEW WATER LINE TO STORAGE ROOM FOR COFFEE STATION Valuation: $1,500.00 Fireplace Information: Restricted: ?? # of Gas Appliances: ?? # of Gas Logs: ?? # of Wood Pallet: ?? ****ss**s*****s*s**s**********************s*s*s*ss*ss************s*s* FEE SUMMARY*ss*s**********s**s********s**s***************s*s**ss***s*** Plumbing --- > PLUMBING PERMIT Permit #: P02-0120 $40.50 Plan Check --- > $7.50 DRB Fee--------------------> $0.00 Job Address: 292 E MEADOW DR VAIL Status ...: ISSUED Location.....: 292 E MEADOW DR Applied..: 09/24/2002 Parcel No...: 210108228000 Issued . .: 10/11/2002 Project No -63 ? Expires. .: 04/09/2003 OWNER MOUNTAIN HAUS CONDO ASSOC 292 E. MEADOW DR VAIL CO 81657 License: CONTRACTOR EDWARDS PLUMBING & HEATING, P.O. BOX 2051 EDWARDS, CO 81632 License: 131-P APPLICANT EDWARDS PLUMBING & HEATING, P.O. BOX 2051 EDWARDS, CO 81632 License: 131-P 09/24/2002 Phone: 476-2434 09/24/2002 Phone: 970-748-0944 09/24/2002 Phone: 970-748-0944 Desciption: REPLACE MENS/WOMENS BATHS WITH ONCE ADA APPROVED TOILET. CAP OF ONE EXISTING TOILET ROUHG-IN. CAP OFF WATERLINE IN EXERCISE RM AND RUN NEW WATER LINE TO STORAGE ROOM FOR COFFEE STATION Valuation: $1,500.00 Fireplace Information: Restricted: ?? # of Gas Appliances: ?? # of Gas Logs: ?? # of Wood Pallet: ?? ****ss**s*****s*s**s**********************s*s*s*ss*ss************s*s* FEE SUMMARY*ss*s**********s**s********s**s***************s*s**ss***s*** Plumbing --- > $30.00 Restuarant Plan Review--> $0.00 Total Calculated Fees--> $40.50 Plan Check --- > $7.50 DRB Fee--------------------> $0.00 Additional Fees--------> $55.00 Investigation-> $0.00 TOTAL FEES -------- ----> $40.50 Total Permit Fee -- ----- > $95.50 Will Call-----> $3.00 Payments -------- ---- --- —> $95.50 BALANCE DUE ----- -> $0.00 *********s*ss**s***s*********s*s*ss*************s**ss***********ss*s*********s*s*s********ss*******s******s**ss********sss********sss*s******s*** Item: 05100 BUILDING DEPARTMENT 10/08/2002 cdavis Action: AP Subject to field inspection Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANGF BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF CATION WILL NOT BE ACCEPTED IF INCOMPLETI�OR UNSIGNE J Project #: Bi lloin reit #: Plub g Permit #: 970-479-2149 (Inspections) 75 S—FrontJge')td. W Vail, Colorado //81657+ CONTRACTOR FOMATION ID 141iM Plumbing Contractor:Town of Vail Reg. No.: Contact and Phone #'s: E -Mail Address: Contractor Signature: COMPLETE VALUATION FOR PLUMBING PERMIT (Labor & Materials) PLUMBING: $ (; S Oo, p 0) Contact Eagle County Assessors Office at 970-328-8640 or visit www. eagle -county. com for Parcel # Parcel # g, 001 -� C>82.. Z 07 Fbame: 1VWU111TMrA YjN\A6 CowtO tri. A J Job Address: ZO, ti.J t> R . L_ [Legal DescriptionEot: r(��] B I o c k: W�A Filing: N/A, Subdivision: p� Owt-A, Name: GDt11� &:564 . 112 tA dyes£ ASL C_O Phone: Engineer: Address: Phone: Detailed description of work: e,EP��4GE rvqEr-4 T hlI'CiA C*AE HIEA APP2>�J C�wSE-MwCCA aF,QS� Work Class: New( ) Addition ( ) Alteration V11" Repair ( ) Other ( ) Type of Bldg.: Single-family ( ) Duplex ( ) Multi -family ( -commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: -7C> 11 No. of Accommodation Units in this building: 7 � Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No (,.< OFFICE USE ONLY************************* Other Fees: Date Received: DRB Fees: Accepted By: Planner Sign -off: \\Vail\data\cdev\FORMS\PERMITS\PLMBPERM.DOC 07/26/2002 4 ' , J l 11-26-2002 _inspection Request ReportIng __ _------- -- Page 21 Requesfed inspect Date. Tuesday. November 26, 2002 inspection Area: CD flits Address: 292 E MEADOW DR ;JAIL 252 E MEADOW DR Aft':O intornfation Ac9vilY: S02-0314 ry pe, A- -,C) M Sa b 'Type: ACOM Stet us: SSUED i�.arsSt'rj ck-'s spancyr chw: ll FR fr4p Area: CD Oar W' ►A0UNTAJN HAAS CONN AS -40r' Prione . 4ifs-2434 Ap,,Airant: INTEGRATED RESOUPCES LLC.' Phone: 97"27-5634 Cor=lractor: ffrEGPATE: RESOLIPCES LLC Des-;;iiobon: SPKEXERCISE RCOM INTERIOR REMODEL Cuninent ROUTED TO FIRF.€'LAl`JNif:X' A, C. CHARLIE FOR REVIEW/APPROV"ALS •• i rLORES Requested insuectioris;I ILw4C Item: 30 BLDG -Final Requested 'Tune: 08:00 :AM Regswstor: INTEGRATED RESOURCES LL CiLARRY Phone: 390-3123 rwcl `iu: CDAVIS Entered BY' LCAMPEELL K A.ctJon: Time Exp: I l I insma�:tion Idigtsz ;tarn: 30 Int f, 'N r1+J�"X!1.9.;r i itfiil. ''e{i PARTIAL r+.Pe s• i`+''dAL Ctrs f, . rttfi: RL" TROOM ARSE* : r A FRAMING FRAMelwv APPROVED 1&NX,02 in4zector: cdevis Actiow AP APPROVED CommnL-. exdrsrze area Item: 50 BLDG-lnsuiubon _ Rem: 64) C3LDG-Sheetrock Rail "Approved K' /0123/02 ln"rtor: t`5CD Acttow PA PARTIAL APPROVAL Comments: RESTROOM AND SPA SHEETROCK APPR VED. 11101;02 lr!spador: GF-, Actkin: AP APPROVED CComrnents: Furred :soffits and closed up aid dr*r}r opening, aoded new dm.o op"ni1q, exercise room/weight room+. Deed all &8" T CrtK. Item: r0 BLDG-fstlllsc 10,12SM2 Ing r: GCD A 11*.-;. iv0 NOTIFIED Ccdnments: MET WITH L.YNEITE PEGARGING CEiLI'N PENETRATIONS ABOVE WORKC JT AREA. PENETRATIONS tREOD TO BE FILLED itiiITH CONCRETE OR GROUT, OR :APPROVED MATERIALS WITH 2 I- C)U R RATING. COVER EXI ST44G WOOD FRAMING WITH 548" X GYP,ABOtdE SOFFiT. Item: 90 EL Eke Fjnel Item: 5N.) SLDG-Tamp. C,O Item: 538 F1RF-F' W\L C10 f C.' r' --- M or F-) fU "'L Inn ,- CAM Sl60 r OFF C,uw r, C x'11 Run Id: 1 a � r i 4-4 TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PLUMBING PERMIT Permit #: P02-0114 Job Address: 292 E MEADOW DR VAIL Status ...: ISSUED Location.....: 292 E MEADOW DR Applied..: 09/13/2002 Parcel No...: 210108228000 Issued . .. 09/23/2002 Project No Expires . .: 03/22/2003 OWNER MOUNTAIN HAUS CONDO ASSOC 292 E. MEADOW DR VAIL CO 81657 License: CONTRACTOR JERRY SIBLEY PLUMBING P O BOX 340 MINTURN CO 81645 License: 134-P APPLICANT JERRY SIBLEY PLUMBING P O BOX 340 MINTURN CO 81645 License: 134-P Desciption: add grease trap and move sewer lines Valuation: $8,220.00 09/13/2002 Phone: 476-2434 09/13/2002 Phone: 970-827-5736 09/13/2002 Phone: 970-827-5736 Fireplace Information: Restricted: ?? # of Gas Appliances: ?? # of Gas Logs: ?? # of Wood Pallet: ?? s*ss**ss*s*********s*s*s*s#************s******************##****s*s** FEE SUMMARY*s****s*s*#**s*s***#**s*s*ss*******#*******s*#*#*#**s**ss*** Plumbing --- > $135.00 Restuarant Plan Review--> $0.00 Total Calculated tees --- > $171.75 Plan Check --- > $33.75 DRB Fee ------------------- > $0.00 Additional Fees ----- ----> $0.00 Investigation-> $0.00 TOTAL FEES--------------> $171.75 Total Permit Fee ---------- > $171.75 Will Call ----- > $3.00 Payments-----------------> $171.75 BALANCE DUE-------> $0.00 ################################################################################################################################################# Item: 05100 BUILDING DEPARTMENT 09/13/2002 DF Action: AP Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF TOWN OF VAIL, COLORADO Statement Statement Number: R000003132 Amount: $171.75 09/23/200201:15 PM Payment Method: Check Init: DDG Notation: Sibley 29081 ----------------------------------------------------------------------------- Permit No: P02-0114 Type: PLUMBING PERMIT Parcel No: 210108228000 Site Address: 292 E MEADOW DR VAIL Location: 292 E MEADOW DR Total Fees: $171.75 This Payment: $171.75 Total ALL Pmts: $171.75 Balance: $0.00 ACCOUNT ITEM LIST: Account Code -------------------- Description Current Pmts ------------ PF 00100003112300 ------------------------------ PLAN CHECK FEES 33.75 PP 00100003111200 PLUMBING PERMIT FEES 135.00 WC 00100003112800 ----------------------------------------------------------------------------- WILL CALL INSPECTION FEE 3.00 JSP INC. Fax : 970-827-5234 Sep 11 '02 13:25 P.01 APPLICATION WILL NOT BE ACCEPTED IANCO Pro)ed UNSIGNED Building Permit #: f) Plumbing Permit #: 970-47'Aw9-2149 (Inspections) A 0 % -_ "WNOFVAL 75 S. Frontage Rd. Vail, Colorado 81657 Plumbing Contra or, �e / Cc ntr ct r Si r �.� Vail Reg. c_'-0 FORMATION Contact and Phone #'s: V COMPLETE VALUATION FOR PLUMBING PERMIT (Labor & Materials) PLJMBING: $ .■mr- Contact Ea /e Cc Parcel # (Requ Jeb Name: Hn Legal Description Owners Name: Ei gineer: D Mailed description - Assessors of&L- at 970-328-8640 or if no bldg. permit # is provided above Lot: Block: Filing: Address: Address: work: P-44 q ('e.aSQ_ Job Z_ I I .tee Subdivision: Phone: !?r Parcel # — 0 76 work Class: New( Addition( ) Alteration ( ) Repair Other ( ) 7 pe of Bldg.: Single-family( ) Duplex( ) Multi -family( ) Commercial Restaurant( ) Other( ) N). of Existing Dwelling Units in this building: Y No. of Accommodation Units in this building: ? I this a conversion from a wood burning fireplace to an EPA Phase II device? Yes( ) No OFFICE USE ONLY��"`��'**•.****'"*«***k****+�«*«******�* Other Fees:... 1. vim Received: DRB Fees: - Accepted By: Planner SI n -off: I I 1 I I IU-2�`L0�ipi � ectivrt Request Reporting6:52 am Requested inspect Date: Inspection : Site Address°. AiPIOF Inibrmatlan .Activity: PW2-0i 14 Type: B-PLMB Const Type: -N,,ner: occu�ancxt: MOUNTAIN HAUS CCJNDC.� ASS: Pppliram. JERRY SIBLEY PLUMBING Contractor: JERPY SIBLEY PLUMBING Description: ads grease trap and. -w" saner lines Requested irag& ti n item: 21t Pl-r a-Undar round Requestor: J£RFY SIBLEY IILUMBING Comments: Mll call 82k"I"' Assigned To. CODA` Action: Timp F -yo. OF r Tuesday, October 22, 2002 GD 292 E MEADOW DR VAIL 292 E MEADOW DR Sub . Ai.OM Use: Phone: 47fi.2434 Phone: 970-827-5736 'hone: 970-8417-5736 Page 1 Status: ISSUED insp Area: GD Hequea.t Time'. 01:00 FSM , Phone: 970-827-5736 K/ 1 ,j I s "tion Item. 210 PLMS-Undefp�round '' Approved " 10/i0iO2 Inspector: JRM rt: APAPPRCSVED Comments: FLOW TEST 1116 DROP PER i= f O7 LY Item: 220 FLMB-R(, h/D.WH. 1QLW02 iris GOD A s`JO NG -i FiEG I Comments: COURTESY WALK THRoU&kir'1.2 GREASE T' 2.3 COMPARTMENT SINK GR t , U. E TRt a R 1VEf t' 3.PROVIDE AIR OR WATERjTTEST-T4k AS SSIBLE, 4.OK TO MOVER NEW PIPE AS hlEWID, TO FACILITATE WORK PROGRESS. 5 CALL TO COORL-ANATF7-EST ON MONDAY. 1Si10t&02 Ire tor: GCD Action: PA PARTIAL APPROVAL Comments: 3 COMPARTMENT SINK AD DISHWASHER%WrW.T '3 AND 4 !NSH WASTE FPOM;UV I'3NLY 1," BOUT• Item: 23U PLM&;?y-�R�i'dater}`c �e' Item: 240 PLlu!8 GasP!pir� M& rrg° ` 1 Item: 250 PLPooVK'�at Tut T r Item: 260 PLM6-MIsc Gent: 290 PLMB-nnr j • ty� r 77 r kzi t 1 d ♦. ....tet �`�i't�. REP 131 Rijn �Id: 447 JAN.30.2001 6:11PM TOWN OF VAIL 73 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NO. 693 P.2/4 DEPARTMENT OF COMMUNITY DEVELOPMENT J i olL� <R ` _�>61_-S J3 01 6 V�C� NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES OWNER MOUNTAIN HAUS CONDO ASSOC 292 E. MEADOW DR VAIL CO 81657 License: CONTRACTOR ALPINE PARTY RENTAL 525 BUGGY CIRCLE CARBONDALE CO 81623 License: 474-S APPLICANT ALPINE PARTY RENTAL 525 BUGGY CIRCLE CARBONDALE CO 81623 License: 474-S 01/10/2001 Phone: 47G-2434 01/10/2001 Phone: 970-963-4445 01/10/2001 Phone: 970-963-4445 Desciption: STREETBEAT 20X20 TENT ON 24X24X4 STAGE FOR THE WHOLE SEASON DATES 1/3 -4,1/10 -11,1/17 -18,1/24 -25,1/31-2/1,2/7-8,2/14-15,.2/21-22,2/28-3/1,3/7-8,3/15,15,3/2 I-22,3/28-29 Occupancy: A3 A3 Type Constructiom. V N Type V Non -Rated Tyre Occupancy: ?? Valuation: $500.00 Add Sq Ft: 0 Fireplace Information: Restricted: # of Gas Appliances: 0 # of Cas Logs: 0 # of Wood Pellet: 0 D PC't"M*RMPP MT06000 RIM*-000004PP05 ISP PNFFE SUMMARY MPMM*##MMP• VIP PPPPalp Ova V*7TMNNPSPPMMP Building----> ADD/ALT COMM 13UILD PERMT Permit #: 130 1-0004 $0.00 Job Address: 292 E MEADOW DR VAIL Status ... ; ISSUED Location........ OUTSIDE AREA OF MTN HAUS Applied., 01/10/2001 Parcel No....: 210108228000 Issued ...: 01/25/2001 Project No .: $36.00 Expires,..: 07/24/2001 OWNER MOUNTAIN HAUS CONDO ASSOC 292 E. MEADOW DR VAIL CO 81657 License: CONTRACTOR ALPINE PARTY RENTAL 525 BUGGY CIRCLE CARBONDALE CO 81623 License: 474-S APPLICANT ALPINE PARTY RENTAL 525 BUGGY CIRCLE CARBONDALE CO 81623 License: 474-S 01/10/2001 Phone: 47G-2434 01/10/2001 Phone: 970-963-4445 01/10/2001 Phone: 970-963-4445 Desciption: STREETBEAT 20X20 TENT ON 24X24X4 STAGE FOR THE WHOLE SEASON DATES 1/3 -4,1/10 -11,1/17 -18,1/24 -25,1/31-2/1,2/7-8,2/14-15,.2/21-22,2/28-3/1,3/7-8,3/15,15,3/2 I-22,3/28-29 Occupancy: A3 A3 Type Constructiom. V N Type V Non -Rated Tyre Occupancy: ?? Valuation: $500.00 Add Sq Ft: 0 Fireplace Information: Restricted: # of Gas Appliances: 0 # of Cas Logs: 0 # of Wood Pellet: 0 D PC't"M*RMPP MT06000 RIM*-000004PP05 ISP PNFFE SUMMARY MPMM*##MMP• VIP PPPPalp Ova V*7TMNNPSPPMMP Building----> $20.00 RestuanunPlan Rei4cm,--= $0.00 Total CalculatedPeca--> $36.00 Plan Check--> $13.00 DRS Foo- -------- - $0.00 Additional Fees------> $0.00 Investigation-> 'q0 _0 0 Rccrcation Fee----------> $0.00 Total Permit Fee ------ > $36.00 Will call --- > $3.00 Clean-up Deposit----> $0.00 Payments --------- —> $36,00 TOTAL. FEES ------- S36.00 BALANCP3DUE------, $0.00 PoP�1'hMPNNNPNPPPPPTPPPPPPMPPPPPNPPPA+APPPTwTTTTMTPTT*PPPwaNpPPPPPVP4PPOFTww9T PTPTwPTTTTMPTw1'RPwwwPPPMwwwMwwwTTTT�wwwwMMwwwewKPTwwwww��TtwTTTw�awTM Approvals: Item: 05100 BUILDING DEPARTMENT 01/10/2001 CDAVIS Action: AP. FIELD INSPECTION REQUIRED CALL 479-2142 TO SCHEDULE Item: 05400 PLANNING DEPARTMENT Item: 05600 FIRE DEPARTMENT JRN.30.2001 6:11PM NO. 693 P.3/4 Item: 45500 PUBLIC WORKS 46F44Y*0**dkkk6e6/666 T 6k Y44F6Foa 666 FFF44 F64417*0*00/1'FFFFFFF6A'/• W*,pA+¢q#M//1,Y 6FFtaF/nip 444:9;* 06MFFk*b See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADV AI E BY Send Clean-up Deposit To: N/A ` OF AT 479-2138 OR AT OUR OFFICE OR CONTRACTOR FOR Wj :00 ADR - 5 PM. AND OWNS JAN.30.2001 6:11PM N0.693 P. 4/4 PAGE 2 CONDITIONS OF APPROVAL Permit #: BO1-0004 as of 01-25-2001 Status: ISSUED **** ********4;* � �*��a�*�� *� ******* ***Vv**** Permit Type: ADD/ALT COMM BUILD PERMT Applied: 01/10/2001 Applicant: ALPINE PARTY RENTAL Issued: 01/23/2001 970-963-4445 To Expire: 07/24/2001 Job Address: 292 E MEADOW DR VAIL Location: OUTSIDE AREA OF MTN HAUS Parcel No: 210108228000 Description: STREETBEAT 20X20 'PENT ON 24X24X4 STAGE FOR THE WHOLE SEASON DATES 1/3 -4,1/10 -11,1/17 -18,1/24 -25,1/31 -2/1,2/7 -8,2/14-13,2/21-22,2/28-3/1,3/7-8,3/15,15,3/21-22,3/28-29 Conditions: Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. ******************************************************************************************** TOWN OF VAIL, COLORADOCopy Reprinted on 01-25-2001 at 12:28:04 01/25/2001 Statement ******************************************************************************************** Statement Number: R000000395 Amount: $16.00 01/25/200112:27 PM Payment Method: Check Init: KMW Notation: #22979/RESORT ENTERTAINMENT ----------------------------------------------------------------------------- Permit No: B01-0004 Type: ADD/ALT COMM BUILD PERMT Parcel No: 210108228000 Site Address: 292 E MEADOW DR VAIL Location: OUTSIDE AREA OF MTN HAUS Total Fees: $36.00 This Payment: $16.00 Total ALL Pmts: $36.00 Balance: $0.00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------------------------------------------------- PF 00100003112300 PLAN CHECK FEES 13.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 ----------------------------------------------------------------------------- ******************************************************************************************** TOWN OF VAIL, COLORADOCopy Reprinted on 01-10-2001 at 15:15:03 01/10/2001 Statement ******************************************************************************************** Statement Number: R000000355 Amount: $20.00 01/10/200103:13 PM Payment Method: Check Init: KMW Notation: #22867/RESORT ENTERTAINMENT ----------------------------------------------------------------------------- Permit No: B01-0004 Type: ADD/ALT COMM BUILD PERMT Parcel No: 210108228000 Site Address: 292 E MEADOW DR VAIL Location: OUTSIDE AREA OF MTN HAUS Total Fees: $36.00 This Payment: $20.00 Total ALL Pmts: $20.00 Balance: $16.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------------------------------------------------- BP 00100003111100 BUILDING PERMIT FEES 20.00 ----------------------------------------------------------------------------- Dec -22-00 03:04pm From- 9TO926TB15 T-568 P 02/04 F-745 APPLICATION WILL NOT 8E ACCEPTED IF i14COMM-EiE OR UNSIG D Project #: Building Pcnt it #: • 970-+479-2149 (Inspections) ��� QW OF V BU IIIfG P t�+i APPL CATI4 yy� a �^ 'p,� Separate PermiVs sre required for electrirai, plumbi"g, mechanical, etc-! /7 tel. Fro Rd. ooa Z°o I ' I (L -1 Valli. Colorado 8i67 � � �z�13-�� I�-�, ; /,�--�� , lz�c-� ;lar-�/► � /�-�� � CAMPLE E VALUATIONS FOR BUILDING PFAMTf (Labor 4 Materials) BUILDING: $ PLUMBING. $ REFOMI CLEANUP DEPOSIT TO: ELECrPJCA_ $ MECHANICAk; $ CONTRACTOR INEORNtATION OTHER $ TOTAL:S F;lev& yonWkmv V t9d4pwrn L4A Dec-22-00 03:05pm From— 9709261815 T-568 P.03/04 F-145 1 I ' .—_.�.� ..-.•.r---'I —;=�•— ice-----�__.._._T—_.--� � I ,j i IUY -,-•� T ' •^'i—r— � �-. tx •—T .–r- ter. --- _..-_ �� �__ ",--:- . -, rte:- --•-_ .... � ...�-;�-•----__.-- ; .. .^ _ ._..�__•_ '_-: - �. --- ccc--„Vii , I Design Review Action Form TOU*ILL TOWN OF VAIL Project Name: Maountain Haus Paint Project Number: Project Description: new exterior paint Owner, Address, and Phone: Mountain Haus Condominium Association 292 E. Meadow Dr. Vail, CO 81657 970-476-2434 Architect/Contact, Address, and Phone: Stephanie Lord Fritzlen, Pierce, Smith 1650 E. Vail Valley Dr. Vail, SO 81658 476-6342 Project Street Address: 292 E. Meadow Dr Legal Description: Part of Tract B, Vail Village 1st Parcel Number: 210108228007 Comments: Building Name: Mountain Haus Board/Staff Action Motion by: Doug Cahill Action: approved Seconded by: Melissa Greenauer Vote: 4-0 (Bill Pierce recused) Conditions: Town Planner: Allison Ochs Date: 4/5/00 DRB Fee Paid: $20 Project Name: Mountain Haus Paint Documentl �. GM: MO U P"7Fa IN H4,0 y7o4-53Cn.7 a R 112900 0 7 970476 FPS ! PAGE 02 Questions? Call the planning SttaJ4(7P.2128 7 APPLICATION ICOR DESICIei REVIEW APPROVAL ITVWNVAVAIL GFNERAL INFORMATION This application is for any project requiring Design Review approval. Any project requiring design review must receive Ocsibn Review approval prior to submitting for a building pe riot. For specific infomnation, see the submittal requircmotts for the particular approval that is requested. The application cannot be accepted until all the required inforrtration is submitted. The M. jest may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design Review Board approval expires one year after final approval unless s building permit Is issued and construction is started. A. DESCRIPTION OF THE REQUEST: 13. LOCATION OF PROPOSAL- LOT:T"fr 'kdC'R T FILNG: PHYSICAL ADDRESS:' IL.= -_t r' r.. C. PARCEL #: =L - (Contact Eagle Co. Assessors Office at 470-328-1164() for parcel #) D. P_r _r!) rr.W -32X.trr-sI r I% E. NAME OF OWNER(S):7`�lrx�t�- }I� "?-. am 6A .s0�.L►i'.149. �-• MAILING ADDRESS: Jf 43 C F OWNER(S) SIGN kTURE(S)- tiAME OF APPLICANT,�� MAILING ADDRESS: PHONE: - K TYPE OF REVIEW AND FEE: ❑ New Construction • $200 Consttwboa of a new buildial; Addition - $SO Includes any additionwhcre square footage -is added to any residential or coirtmcreialb'tilding._ �416oe Alteration = S20 '.Inciudea�ninor., angel to buildings and site improvements, such as, f reroofing, painting, window additions, landsraping, fcssccs and retaining walls, ctc. E3 Conceptual Review - So :Por any -apps cation -where tate applicant wishr�. to stat ct with Design Review Board to•determine: whtxher eta pat th© project generally complies with the design guidchnes.,The DRB does not vote on conceptual reviews, DRB fees arc to be paid at the time of submittal. Later, when applying for a building permit, please identify the accurate valuation of the. ptvject. The Town of Vail will adjust the fee according to the project valuation. PLEASE SUBMIT THIS APPLICATION. ALL SUBMITTAL REQUIREMENTS AND THE FEE TO T!{E DEPARTMENT OF' COMMUNITY DEVELOPMENT, 75 SOUTH FRONTAGE ROA p, n � _ .1 VAIL, COLORADO 81657. BUILDING MATERIALS: Roof Siding Other Wall Materials Fascia Soffits ' Windows Window Trim Doors Door Trim Hand or Deck Rails Flues Flashings Chimneys Trash Enclosures Greenhouses Retaining Walls Exterior Lighting** Other LIST OF PROPOSED MATERIALS TYPE OF MATERIAL: ••' * Please specify the manufacturer's color, number and attach a small color chip ** All exterior lighting must meet the Town's Lighting Ordinance 18.54.050(J). If exterior lighting is proposed, please indicate the number of fixtures and locations on a separate lighting plan. Identify each fixture type and provide the height above grade, lumens output, luminous area, and attach a cut sheet of the lighting fixtures. k D C, V,,.,, 7� (lS"r� �1 SIZ"� �c v ,ems S -r 2 L oma' o ��Ss ���� Rp Q3 � 77 ca o -'� cb 04 N 7-n 9 � o Ib (1 Cl O O M z m Z - � N C O Q o - S � 77- O � C� C �N+ L1j \J) sQ1% o (8g NSA � O N O ■��} ^ m —{ ' v � ;o N n m O =mz � e^ � s � Q)� o N Cl � o Vl RN ' e^ n rn N = m Z o Vl RN ' z 04 ' � N ��} 3 m —A— v —7oN m =mz L1j -,u 2 N O C) _ Q1% S � O �73 z s S m E 2 mm Z �J1 FJEveryone/Forms/Salesact.exe 2/10/99 Town of Vail %• epartment of Community Developlt 75 S. Frontage Road Vail, CO 81657 (�- I Name: r ���1�►� '1 t -e{'C2 Receipt No. 9 Address: / Z z, � Project: Date Please make checks payable to the TOWN OF VAIL Account No. Item No. Code # i Cost Each Total 001 0000 314 1110 Zoning and Address Mas ZA $5.00 001 0000 314 1112 Uniform Building Code - 1997- Volume 1&2 CB $50.95 001 0000 314 1112 Uniform Building Code - 1997 - Volume 3 $57.20 001 0000 314 1112 International Plumbing Code - 1997 1 CB $36.00 001 0000 314.1112 International Mechanical Code - 1998 j CB i $35.00 001 0000 314 1112 Uniform Mechanical Code -1997 $33.60 001 0000 314 1112 Uniform Fire Code CB $36.00 001 0000 314 1112 i, National Electrical Code CB I $37.00 001 0000 314 1112 lAbatement of Dangerous Bldg.'s 1997 $9.95 001 0000 314 1112 Model Energy Code - 1995 $10.00 001 0000 314 1112 Analysis of Revisions to 1997 Uniform Codes $12.75 001 0000 314 1112 Other Code Books JCB 001 0000 314 1211 Blue Prints/Mylar Copy Fees BF $7.00 001 0000 314 1111 Xerox Copies IXC ! $0.25 001 0000 314 1111 Lionshead Master Plan $1.80/$1.60 MS $40.00 001 0000 314 1111 Studies, Master Plans, etc. MS i 001 0000 315 3000 Penal Fees/Re-Inspections PN 001 0000 311 2300 Plan Review Re -check Fee $40/per hour PF 001 0000 315 2000 Off Hours Inspection Fees OH 001 0000 312 3000 Contractors License Fees CL i 001 0000 312 4000 Sin Application Fee SP $20.00 001 0000 312 4000 Additional Sign Application Fee SP 001 0000 311 2200 Design Review Board Fee Pre -paid) DR 001 0000 315 3000 Building Investigation Fee PN 001 0000 240 3300 Developer Improvement Agreemeni Deposit D2-DEP10 AD 001 0000 312 1000 Restaurant License fee (TOV) RL 001 0000 230 2000 ISpec. Assess. -Restaurant Fee to Co.De t.Rev. SA *001 0000 201 1000 Taxable @ 4.5% State - Tax payable TP *001 0000 310 1100 Taxable @ 4.0% own - Retail Sales Tax T7 Other/Misc. - MS 001 0000 311 2500 PEC APPLICATION FEES 001 0000 311 2500 Additional GRFA - "250" PV $200.00 001 0000 311 2500 Conditional Use Permit PV $200.00 001 0000 311 2500 Exterior Alteration - Less than 100 sq. ft. PV $200.00 001 0000 311 2500 Exterior Alteration - More than 100 sq. ft. PV $500.00 001 0000 311 2500 Special Development District - NEW PV $1,500.00 001 0000 311 2500 Special Development District - Major Amend PV $1,000.00 001 0000 311 2500 Special Development District - Minor Amend PV I $200.00 001 0000 311 250F Subdivision Fees PV 001 0000 311 2500 Variance PV $250.00 001 0000 311 2500 Zoning Code Amendments PV $250.00 Re-Zoninq JPV i $200.00 001 0000 319 3100 Greenstar Program Other - MS DOTAL: Comments: Cash Money Order # Check # I. Received by: FJEveryone/Forms/Salesact.exe 2/10/99 r DESIGN REVIEW BOARD AGENDA Wednesday, April 5, 2000 3:00 P.M. MEETING RESULTS PROJECT ORIENTATION / LUNCH - Community Development Department MEMBERS PRESENT Clark Brittain Bill Pierce Hans Woldrich Melissa Greenauer Doug Cahill SITE VISITS MEMBERS ABSENT 1. Daly — 782 Potato Patch Drive 2. Young — 1452 Lions Ridge Loop 3. O'Brien — 2992 A Bellflower 4. Vail Golf Course pump station — 700 S. Frontage Rd. East Driver: Brent Fj��.COpY 11:30 pm PUBLIC HEARING - TOWN COUNCIL CHAMBERS 3:00 pm 1. Swearing in of reappointed DRB members, Clark Brittain and Hans Woldrich. Lorelei Donaldson, Town Clerk. 2. Election of 2000 Chair — Clark Brittain 5-0 2000 Vice -Chair- Bill Pierce 5-0 1:30 pm 3. Vail Golf Course — Pump station. Ann 700 S. Frontage Rd. East/Tract A, Vail Valley 41h Filing. Applicant: Vail Recreation District, represented by Jim Meyers MOTION: Bill Pierce SECOND: Hans Woldrich VOTE: 5-0 TABLED (Staff shall review based on the applicant revising the building materials and proposing additional landscaping) 4. O'Brien residence — Separation request for detached garage in setback. Ann 2992 A Bellflower/Lot 10, Block 6, Vail Intermountain Applicant: J.P. O'Brien MOTION: Bill Pierce SECOND: Hans Woldrich VOTE: 5-0 APPROVED WITH 1 CONDITION: 1. That the large conifer by the power pole on the northeast corner of the property be preserved. TOWN OF VAI 1 _ if 5. Illig residence —Appeal of staff approval of remodel and addition. Allison 706 W. Forest Road/Lot 9, Block 1, Vail Village 6`" Filing. Applicant: Cliff Illig, represented by Beth Levine MOTION: Clark Brittain SECOND: Hans Woldrich VOTE: 4-0 (Pierce recused) MOTION APPROVED TO UPHOLD STAFF DECISION 6. Scalise residence — Final review of proposed dormer changes. Allison 2567 Arosa Drive/Lot 9, Block E, Vail das Schone 1St Applicant: Dennis Scalise MOTION: Bill Pierce SECOND: Doug Cahill VOTE: 5-0 APPROVED WITH 1 CONDITION: 1. That there be a clipped hip on the west dormer and the easternmost & westernmost roof. 7. Mountain Haus — Exterior paint color change. Allison 292 East Meadow Drive/Part of Tract B, Vail Village 1 st. Applicant: Mountain Haus, represented by Fritzlen, Pierce, Smith Architects MOTION: Doug Cahill SECOND: Melissa Greenauer VOTE: 5-0 APPROVED 8. Landmark Condominiums — Exterior paint color change. Allison 610/612 West Lionshead Circle/Lot 1, Block 1, Vail Lionshead 3'd Filing. Applicant: Landmark Condominium Association, Inc., represented by Geoff Wright MOTION: Melissa Greenauer SECOND: Bill Pierce VOTE: 5-0 APPROVED WITH 1 CONDITION: That the General Store accent color be reviewed by the DRB. 9. Young residence — Conceptual review of new single-family residence with an George employee housing unit. 1452 Lions Ridge Loop/Lot 4, Ridge at Vail. Applicant: Mike Young CONCEPTUAL — NO VOTE 10. Vail Athletic Club — Final review of a redevelopment plan. George 352 East Meadow Drive/A part of Tract 3, Vail Village 1St Filing. Applicant: VML, L.L.C., represented by Tom Braun MOTION: Bill Pierce SECOND: Doug Cahill VOTE: 5-0 APPROVED WITH 3 CONDITIONS: 1. Provide a fireplace layout to verify the vent location. 2. That a landscape plan be provided prior to building permit. 3. That an outdoor lighting plan be provided. 11. Daly residence — Final review of residential remodel. Brent 782 Potato Patch Drive/Lot 16, Block 1, Vail Potato Patch. Applicant: Andrew Daly, represented by Gwathmey Pratt Schultz MOTION: Bill Pierce SECOND: Doug Cahill VOTE: 5-0 - 2 APPROVED WITH 6 CONDITIONS: 1. An additional stone column will be added adjacent to the entry stairway to be consistent with the columns proposed for the new garage. 2. The stone will be carried to the top of the southeast corner of the home on the first level. 3. A 'limits of disturbance" fence and some form of erosion control will be added to the site plan prior to building permit issuance. 4. A P.E. stamp will be provided for the combination retaining wall detail drawing. 5. The earthwork behind the garage addition shall have a finished grade not to exceed 2:1. 6. A drainage swale will be provided behind the garage to provide positive drainage away from the structure. 12. West Vail Lodge — Conceptual review of a proposed redevelopment plan. Brent 2211 N. Frontage Rd. (West Vail Lodge)/Lot 1, Vail das Schone #3. Applicant: Reaut Corporation CONCEPTUAL — NO VOTE 13. Perot residence — Conceptual review of a new single-family residence. George/ 84 Beaver Dam Road/Lot 31, Block 7, Vail Village 1 st. Ann Applicant: Jim Morter MOTION: SECOND: VOTE: TABLED UNTIL APRIL 19, 2000 Staff Approvals One Track Mind — Temporary event window signs. Ann 392 Hanson Ranch Road/Lot 1, Block 5A, Vail Village 1s' Filing. Applicant: Tom and Ken Gart Base Mountain Sports — Temporary event window signs. Ann 100 E. Meadow Drive/Lot O, Block 5D, Vail Village 1's Filing. Applicant: Tom and Ken Gart Vail 21 — Remove wooden facades. Allison 511 East Lionshead Circle/Lot 3, Block 1, Lionshead 1st Applicant: Vail 21 Condominium Association, Inc. Illig residence — Remodel and addition. Allison 706 W. Forest Rd./Lot 9, Block 1, Vail Village 6th Applicant: Cliff Illig Lionsquare Lodge — Remodel of pool area. Dominic 660 West Lionshead Place/Tract A, Vail Lionshead 1st Filing. Applicant: Lionsquare Lodge Condo Association Slifer Smith and Frampton Real Estate- Flat screen TV inside window. Allison 230 Bridge Street/Lot B, Block 5, Vail Village 1st Applicant: Brigit Taylor Christoffersen residence — Patio enclosure. Ann 4770 Bighorn Road unit B-2/Vail Racquet Club Townhomes. Applicant: Ralph and Barbara Christoffersen M Thornburg residence — Exterior window replacement and deck alteration. Allison 1460B Greenhill Court/Lot 20, Glen Lyon. Applicant: Tom Thornburg Illig residence — Addition of exterior door. Allison 706 W. Forest Road/Lot 9, Block 1, Vail Village 6`h Applicant: Cliff Illig, represented by Beth Levine Nye residence — New hot tub. Ann 2581 Larkspur Lane/Lot 9, Block 1, Vail Intermountain. Applicant: Richard and Kristen Nye Dowie residence — Interior conversion. Ann 795 B Potato Patch Drive/Lot 26, Block 1, Vail Potato Patch 1st Filing. Applicant: Robert Dowie, represented by Eric Johnson Willaman residence — Additon/attic space conversion above garage. George 1458 Greenhill Court/Lot 21, Glen Lyon Subdivison. Applicant: Verne Williman Lyons residence'— Addition to living room under existing porch roof. Ann 4415 Bighorn Road, unit #1 /Lot 1, Victorians at Vail. Applicant: Gary and Jan Lyons The applications and information about the proposals are available for public inspection during regular office hours in the project planner's office, located at the Town of Vail Community Development Department, 75 South Frontage Road. Please call 479-2138 for information. Sign language interpretation available upon request with 24 hour notification. Please call 479- 2356,Telephone for the Hearing Impaired, for information. 4