Loading...
HomeMy WebLinkAboutEleni Zneimer Lot 5ej�� / Dt Design Review Board ACTION FORM Department of Community Development TOWN OF V�1� �Y 75 South Frontage Road, Vail, Colorado 81657 tel: 970.479.2139 fax: 970.479.2452 web: www.ci.vail.co.us Project Name: BRANDT RES. CHANGE TO APPROVED DRB Number: DRB040555 Project Description: Participants: LOCATION OF A/C UNITS AND LANDSCAPING SCREENING AT NORTH WEST CORNER OF HOUSE OWNER Scott & Claudine Brandt 10/22/2004 Phone: 303 - 864 -9016 1200 N Lafayette St Denver, CO 80218 License: APPLICANT Cottle Graybeal Yaw Arch itec 10/22/2004 Phone: 748 -1516 Ann Darby POB 6337 Avon, CO 81620 License: Project Address: 1722 BUFFEHR CREEK RD VAIL Location: 1722 Buffehr Creek Road Legal Description: Lot: 5 Block: Subdivision: Eleni Zneimer Parcel Number: 210312210006 Comments: SEE CONDITIONS BOARD /STAFF ACTION Motion By: Action: STAFFAPR Second By: Vote: Date of Approval: 10/29/2004 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. Cond: CON0006762 The applicant shall paint all exterior electrical boxes associated with the air coditioning units a color which matches the siding prior to requesting a final planning inspections. Planner: Warren Campbell DRB Fee Paid: $20.00 Application for Design Review FE���� Department of Community Development 2 1 2004 ' i r` 75 South Frontage Road, Vail, Colorado 81657 V Y W Q r V � �L tel: 970.479.2139 fax: 970.479.2452 web: www.vailgov.com Ci0� 1 ' ��V. 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. r Description of the Request: j-ocu2- A& uytts 0— 1`wl avvw OT kQ1 w Location of the Proposal: Lot:__�5_Block: _ Subdivision: IQVtI �t/1G1�►`►G`f 6�,Vic- � Physical Address: 1161 AA" 6�y 6" Parcel No.: 20> IZZ• lti • r d� (Contact Eagle Co. Assessor at 970 - 328 -8640 for parcel no.) Zoning: /r ` (WGiG(, Ka Name(s) of Owner(s): cl"4tV1Q'(�Myj�' Mailing Address: Owner(s) Signature(s): Name of Applicant: Mailing Address: 4. Aixylven 60 1 Phone: ") a04. lgot Phone: 47(• QU0 E -mail Address: •aM Fax: JU0 -b( Type of Review and Fee: • Signs • Conceptual Review • New Construction • Addition • Minor Alteration (multi - family /commercial) • Minor Alteration (single - family /duplex) C h�Approved Pla • 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, 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 For Office Use Q n�: Fee Paid: 2" Check No zt o B ILK Gt ✓O Meeting Date: 0Y DRB No.: Planner: Project No.: TOWN OF VAIL, COLORADO Statement Statement Number: R040006951 Amount: $20.00 10/22/200409:43 AM Payment Method: Check Init: JS Notation: #2156 /ANN DARBY Permit No: DRB040555 Type: DRB -Chg to Appr Plans Parcel No: 210312210006 Site Address: 1722 BUFFEHR CREEK RD VAIL Location: 1722 Buffehr Creek Road Total Fees: $20.00 This Payment: $20.00 Total ALL Pmts: $20.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- DR 00100003112200 DESIGN REVIEW FEES 20.00 ----------------------------------------------------------------------- - - - - -- "C ��( �l 01 11) E- 1 4, c F- At Cori i -riyrqE S rr r-- FL t ILL L /r// —�--- �IMUTo YI � �LrzGPJc .J' r � it �`'! if S Aah {31aw1 � ,�+ ', AC G j pg- l S-ev"ce JeO tow. 67 cm 4=0- HEATING & COOLING Product Data with Puron® Refrigerant InfinityTM 18 38TDB (60 Hz) Two -Speed Air Conditioner Sizes 024, 036, 037, 048, and 060 INFINIn SERIES Model 38TDB Lifinity` Air ioner incorporate innovative � A r MnrP echnoloev with on® refrigerant, providing quiet, ellcient cooling performance. Built into lam e units are features most desired by homeowners today, including SEER ratings up to 18.0 when matched with a VARIABLE SPEED indoor Carrier product. All models are listed with UL (U.S. and Canada), ARI and CEC. The 38TDB exceeds the Energy Starfl requirements for energy efficiency. FEATURES /BENEFITS Electrical Range —All units are offered in 208/230v single phase. Sim- plified field - stripped lead wire connec- tions facilitate ease of installation. Range of Sizes — Available in 5 nominal sizes: 024, 036, 037, 048, and 060 to meet the needs of residential applications. Carrier's InfinitY"' Controls — These industry- leading controls, when installed with Carrier's Ideal HumidityTM variable -speed furnaces or fan coils, provide the homeowner with: – unparalleled control of temperature, humidity, indoor air quality, and zoning – unprecedented ease of use – simple operation through on- screen, text -based service reminders –worry -free equipment malfunction alert on the two -speed outdoor section Optional remote access through telephone or Internet is also available when combined with a remote connectivity kit. WeatherAr mor"m III System is a three component system —The casing steel is galvanized and coated with a layer of zinc phosphate. A modified polyester powder coating is then applied and baked on, providing each unit with a hard, smooth finish that will last for many years. All screws on the cabinet exterior are SermaGuard -Im coated for a long lasting, Form 38TDB -7PD Copyright 2004 Carrier Corporation r' l:r,ftenin i^ne Lop IIIIG11%71VI I%J ° 4 o N a 0 Q az Ww X00 N m � M m z Cl) Qa ? Z W 04 N N N N 7 00 w m m m Z Z m r T �n O =30U U O Q N 7 w W J O Y xQ ¢ <p p LL J 0_pz Z p Z d W r _ � O N V t� � N �0) p a Z J LL� -a- �Q w C) r 4 Z \ Z ?0 �z V N m ? b o wzp S ao _ Z u U = w V m w m -+ ,0000+ z C con Z 0 0 m m w iz n n w rn m iz: o Q Z 10 N 6 6 M� t H W N W z N N N LL a O z Q Z ` W r . N r r N T = O U f ~ Z N N N C x V N O p ca - 72 F= D w o -� a W _� �Q'd Lo > p C > O 10 m 0 a E c = N � E �, cl) <c v ,- rn o ... N C z a w N In r In r r .tom.. 8 O O m O Z �.- 0 N O N N co M N tm 'E N p �? C E , � L m O� C ID ® C7 m U O N o T W O O O O U U C Z ? W 0 0 0 0 0 c O F _CD O N E 'O O c E ZNa 0_ C J 6 0 0 0 0 7 In Q o La U N W N ro V _ w ¢ O a Z w O 4 = w a S ? p ¢ ao a -.,. -r r i g • rr rrn P.O. Box 373 • Vail, Colorado 81658 • (970) 845 -5656 • (970) 845 -7013 FAX GEORGE SHAEFFER J Q Z V' Q 7 �' — - - - - -- �- •- N- 11 1 _. — ��- - -- - - - -- - - - IL n tV J ` Q O :57 A of d o! - r N �a a N a X � n � � L 'w F Is , 1 A •Q• P.O. Box 373 • Vail, Colorado 81658 • (970) 845 -5656 • (970) 845 -7013 FAX Oct-13 -2D0 12:1SPM FrwGore Range Surveying. LLC 970471O055 T -931 P 002/OD2 F -222 NCO 090 MT ' zl)ainto- '�;; Project Name: BRANDT RESIDENCE CHANGE TO APPROVED DRB Number: DRB040390 Project Description: Participants: ENGINEERING OF LANDSCAPE BOULDER RETAINING WALL AND WALLS GREATER THAN 4 . rEMOVAL OF ALL IMPROVEMENTS ON LOT 4. OWNER Scott & Claudine Brandt 08/09/2004 Phone: 303 - 864 -9016 1200 N Lafayette St Denver, CO 80218 License: APPLICANT Cottle Graybeal Yaw Architec08 /09/2004 Phone: 748 -1516 Ann Darby POB 6337 Avon, CO 81620 License: Project Address: 1722 BUFFEHR CREEK RD VAIL Location: 1722 Buffehr Creek Road Legal Description: Lot: 5 Block: Subdivision: Eleni Zneimer Parcel Number: 210312210006 Comments: SEE CONDITIONS BOARD /STAFF ACTION Motion By: Action: STAFFAPR Second By: Vote: Date of Approval: 10/06/2004 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: $20.00 08/06/2004 16 3033316437 1 Aug. 5. 2004 4:42PU TON7Y CPS PAGE 03 No. 7401 P. i? Application for Design Review DepeM>'ent of Community xvello R E CE I V E D 75 South Frontage Road, Vail, Cotor� 81$57 r1Uu r= U 0 te1:970,479.2139 fax. 970.479-24U c7 LUo4 web: wwwmailgev.corn General Information M prvjoc s requiring design review must naive approval prof to submitting a building permit app! curt cn, pipae War to the submmat requiremw,X for the W1CUla1` approval that is requested. An application for DOW FWaw oarvrot be ao..4pted until RU required Informwtion is received by the Community D4votopment DeMrtrnerrt. The protect may also need to be reviewed by No Town Council and/or the Planning vend Envaonmenthl Commission. 04010111"rsvlew approvaf I aRses unless a buiWing permit Is issued and construction commences within one year of the approval. Description of jhe Request: Location of the proposal: Lot- S 61ocJr: SLA rims -on fk W inne - G2�64Nrim W — Physical Address: �l -Ql '`{iht• Car�f:l� . y Parcel No.: 21 n3 1? - 16 - 0 0 (Ccri t Eagle Co. Assesmor at 970 - 328-8640 for parcel no.) Zoning: Name( *) of Owner(s): jkEi< A W1 A f Mailing Address: GU (� no: — Jk Owner(*) Signature(s): _ Name of Applicant; w _ Mailing Address. —Phone: a qz7 • if i* — E -mail Address: Type or Review and Fee. • Si9ns !SO PYn 31 U0 per square toot of total sign area. • Conoeotual Rs%iew No Fee • New Conant icilon SW For construction of a new bung or demo lrobutid. • Addition $300 For an ad,lltion where square footage is added to any residential or aanmemlal building (includes 230 additions b interior conversions). • Minor Alleration 5260 For minor :;+angel to buildings and site improvemer s, such w, (Muhl- fnntllyicomms reroofing, painting, window additions. landscaping, fences anq ' Mr" Alteration retaining walls, etc. f For r•ninOr changes to buildings and site improvements, such as, (mange ( - 1 y /dvPhrx) rarmAng, pDIVing. window additions. landscaping. forces and retai+rinq vvWls, etc. • Changes to ApprovedPians $20 For'revmions to Plam already approved by Planning Staff of the Design Review Board. • Separation Roquast No Fee For Office L / / Fae Paid: �. Chexit No.: ( r ! K 4 C gy (Lot < & rc to u L Yttt ✓ , I nis. ting Bite: 6 �`Q�i LWO No.,� in VJ P(anner: ,.._ --- .�..,...r.�....- _- .- prolaCt Nr,. ; I Warren Campbell - RE: Eleni Zniemer Su 0 0i A- P(70eerf OWr4A, �� d From: "Edward Zneimer" < integratedresources @earthlink.net> To: "Warren Campbell" <WCampbell @vailgov.com> Date: 09/01/2004 10:20:25 AM Subject: RE: Eleni Zniemer Subdivision Warren, I wish to amend my approval to add the words " and drainage ", after the word "construction. Thx, Ed Zneimer • [Original Message] • From: Warren Campbell <WCampbell @vailgov.com> • To: <anncdarby @yahoo.com >; < integratedresources @earth link. net> > Date: 8/31/2004 3:21:54 PM > Subject: RE: Eleni Zniemer Subdivision > Thank you Ed. > I will begin processing this application Ann. > >>> "Edward Zneimer" < integratedresources @earthlink.net> 08/31/2004 > 2:30:53 PM >>> • Dear Warren, • I, Ed Zneimer,approve the Whittington Plan, dated 8/17/04,for grading • improvements to occur on Lot 4, which plan indicates that no anA • improvement • shall exist above ground level, on Lot 4, and that no u erground fill • shall impede the necessary grading, or constructiomrequired to permit • Buffehr Creek Partners, or the subsequent owners of Lots 1,2,3,4 and 6, • to • create the required snow storage needed for these lots, or to gain > access • to Lot 4. • Sincerely, • Ed Zneimer > > [Original Message] > > From: Warren Campbell <WCampbell @vailgov.com> > > To: <anncdarby @yahoo.com >; < integratedresources @earthlink.net> > > Date: 8/30/2004 9:52:45 AM > > Subject: RE: Eleni Zniemer Subdivision > > Great just let me know when that is done. I can even accept it in > email > > form. Just say something like: > > I Ed Zniener to hereby approve the plan dated ? for grading > > improvements to occur on Lot 4 of the Eleni Zniemer subdivision. Page 1 AfarA aqt Warren Campbell RE. Eleni Zniemer Subdivision Page 2 _mom.___ > > Thanks > > >>> "Edward Zneimer" < integratedresources @earthlink.net> 08/30/2004 > > 9:44:15 AM >>> > > Warren, > > I've just emailed Ann Darby to find out what the rectangular > > protrusions on > > Lot 4 are. As soon as thats done, I can sign off on the Whittington > > plan > > for the Brandts. > > Thx, > > Ed > > > [Original Message] > > > From: Warren Campbell <WCampbell @vailgov.com> > > > To: < integratedresources @earthlink.net> > > > Date: 7/7/2004 8:00:43 AM > > > Subject: Eleni Zniemer Subdivision >> > Ed, > > > It appears that if you wanted to eliminate a lot it would require >> you > > > to return to the PEC. I think the biggest issue you would face is > > the > > > size of the homes which would be created if rolled portions of one > > lots > > > GRFA onto two remaining lots. I don't know what the sizes are but » the > > > bulk and mass of two larger homes versuse three smaller homes may > be >> an > > > issue. Just my thoughts but maybe not. Of course it would also > > entail > > > replatting. > > > Hope this helps > > > Warren > > - -- Edward Zneimer > > - -- integratedresources @earthlink.net > > - -- Earthl-ink: It's your Internet. > - -- Edward Zneimer > - -- integratedresources @earthlink.net > - -- Earthl-ink: It's your Internet. Page 1 of 1 Warren Campbell - FW: Brandt Residence From: "Edward Zneimer" < integratedresources @earthlink.net> To: "Warren Campbell" <WCampbell(availgov.com> Date: 09/10/2004 2:42 PM Subject: FW: Brandt Residence Warren, As owner of BCP, I give my approval for the attached plan, with drain to be installed. Best, Ed Zneimer - - - -- Original Message - - - -- From: To: i ntegratedresources (cD-earthli Cc: sbrandt co- Rain.com; anncdarb� @yahoo_.com; SteveM@g$qQnco.com Sent: 9/8/2004 8:38:36 AM Subject: Brandt Residence GEORGE SHAEFFER CONSTRUCTION COMPANY Brad Foster Phone 970.845.5656 Fax 970.845.7013 BRANDT RESIDENCE 1701 Buffehr Creek Road, Vail, CO Ed: We revised the planting plan for the West side of the Brandt Residence to go along with the plan by Lee Whittington. See attached plan We eliminated the trees north of the property line, added a 2' landscape wall below the engineered retaining walls to make the grades work better at the Patio, and added water feature over one tier of boulder wall. I submitted the plan to TOV yesterday and spoke with Warren Campbell. Warren would like your acknowledgement of receiving and approving the plan. Would you send him an e -mail? What is the status of Lot 6. : e - -- Edward Zneimer - -- integratedresources Qearthlink.net - -- EarthLink: It's your Internet. file: / /C: \Windows \TEMP \GW } OOOOI .HTM 09/15/2004 '`• �•' � �: ' `_ w / -SAY ,, -• •' !' � i' - �` f , i '''':•% J. . � a ny {, lii ,/ ' JJ . i 0-24' V►NPSGAP! *Matt KN.Li CN61NlWMR * NOT RMIIIJ MW A6 PM IC,ONOLINI! ClWNEEM GR 7MIA 4 MAILS, SAW WT PLA"TOW PAVING >A Z �f• / j • � a , IrA .�lJlr7is1►f�a Cf,iA�si /,cam? IR V l o w �.�4W- Ada Z G 3 c,{�� t- COJLL . PC,� f EL. edsl Zn e i✓ ," S4,L bj�)rs,01.l V I C a L�o v2AV 0 UTILITY APPROVAL & VERIFICATION This form serves to verify that the proposed improvements will not impact any existing or proposed utility services, and also to verify service availability and location for new construction and should be used in conjunction with preparing your utility plan and scheduling installations. A site plan, including grading plan, floor plan, and elevations, shall be submitted to the following utilities for approval and verification. Authorized Signal Comments D QWEST 970.384.0257(fax) Contacts: Scott Carrington 970.468.6860 Jason Sharp 970.384.0238 EXCEL HIGH PRESSURE GAS 970.262.4076 (tel) ?� _ 2C2.( Contact: Rich Sisneros HOLY CROSS ELECTRIC 970.949.5892 (tel) 970.949.4566 (fax) Contact: Ted Husky EXCEL ENERGY 970.262.4038 (fax) Contacts: Kit Bogart 970.262.4024 Jim O'neal 970.262.4003 EAGLE RIVER WATER & SAN ITATK DISTRICT 970.476.7480 (tel) 970.476.4089 (fax) Contact: Fred Haslee COMCAST CABLE 970.949.1224 x 112 (tel) 970.949.9138 (fax) Contact: Floyd Salazar NOTES: 1. If the utility approval & verification form has signatures from each of the utility companies, and no comments are made directly on the form, the Town will presume that there are no problems and the development can proceed. 2. If a utility company has concerns with the proposed construction, the utility representative shall note directly on the utility verification form that there is a problem which needs to be resolved. The issue should then be detailed in an attached letter to the Town of Vail. However, please keep in mind that it is the responsibility of the utility company and the applicant to resolve identified problems. 3. These verifications do not relieve the contractor of the responsibility to obtain a Public Way Permit from the Department of Public Works at the Town of Vail. Utility locations must be obtained before digging in any public right -of -way or easement within the Town of Vail. A building permit is not a Public Way permit and must be obtained separately. The Developer is required and agrees to submit any revised drawings to the utilities for re- approval & re- verification if the submitted plans are altered in any way after the authorized signature date (unless otherwise specifically noted within the comment area of this form). Developer's Signature Date Page 8 of 12/04/01/04 AUG 13 c004 UU:4U rK bi LVtKIrtUKIyC rlr orv"001"Ur iv W"JOGlwl . .W41• . Post - it • Fax Note 7671 D a c eg- �3_0� pagee� TorJ�/ at, � 5,ICI— Go /Dept. V Go, Phone M Phone is TONAL & VERIFICATION Scanned lfi!3TUrIfl5UrVT- ovemen will not impact any existing or proposed utility services, and also to verity service availability and location for new construction and should be used in conjunction with preparing your utility plan and scheduling Installations. A site plan, including grading plan, floor plan, and elevations, shall be submitted to the following utilities for approval and verification. Authorized Signal QWEST 970.384.025W(fax) Contacts: Scott Carrington 970.468.8860 Jason Sharp 970.384.0238 EXCEL H IGH PRESSURE GAS 970.262.4076 (tel) Contact:.Rtch Sisneros HOLY CROSS ELECTRIC 970.949.5892 (tel) 970.949.4566 (tax) Contact: Ted Husky Comments 4-w- O- Ldm- LPG I AUG 131004 EXCEL ENERGY 970.262.4038 (fax) Contacts- Kt Bogart 970.262.4024 Jim O'neol 970262.4003 / EAGLE RIVER WATER 6 SAN ITATI( DISTRICT 970.478.7480 (tel) 970-476.4089 (fax) Contact: Fred Hasies COMCAST CABLE 970.949.1224 x 112 (tel) 970.949.9138 (fax) Contact Floyd Saiezatr NOTES: 1. If the utility approval & verification form has signatures from each of the utility companies, and no comments are made directly on the form, the Town will presume that there are no problems and the development can proceed. 2. If a utility company has concerns with the proposed construction, the utility representative shall note directly on the utility verification form that there is a problem which needs to be resolved. The Issue should then W detailed in an attached letter to the Town of Vail. However, please keep in mind that it is the responsibility of the utility company and the applicant to resolve identified problems. 3. These verifications do not relieve the contractor of the responsibility to obtain a Public Way Permit from the Department of Public Works at the Town of Vail. Utility locations must be obtained before digging in any public right -of -way or easement within the Town of Vail. A building permit is not a Public Way permit and must be obtained separately. The Developer is required and agrees to submit any revised drawings to the utilities for re-approval & re- verification if the submitted plans are altered in any way after the authorized signature date (unless otherwise specifically noted within the comment area of this form). Developer's Signature Page 8 of 12/04/01/04 Date ** TOTAL PAGE.01 ** Aug -AUG, 1 13. 2004 2:31PM R CROSS ENERGY z r °--- J 04D — F. '— " - Da1v ►� Fax Note ni To Brandt Residence - 1701 Sufrehr Creek Road raze Lot 5, Eleni zneimer 5ubdivsion Vail, Colorado TILITY APPROVAL 44 VERIF ICAT ION pnawo This form serves to verify that the proposed improvements will not impact any existing or propo,i .,, nM1 V,LCy, aria amc; to venty service avallability and location for new construction and should be used in conjunction with preparing your utility plan and scheduling Installations. A site plan, including grading plan, floor plan, and elevations, shall be submitted to the following utilities for approval and verification. Authorized Slgnai Comments 0 QWEST 970.384.0257(fax) Contacts' Scott Carrington 970.468.6860 Jason Sharp 970.364.0238 EXCEL HIGH PRESSURE GAS 970.262.4076 (tel) Contact: Rich Sisneros HOLY CROSS nECTRIC E)nS USIL-7IE.5 970.949.5882 (tel) ND 970.949.4566 (tax) ��� � `1 OR Contact: Ted Husky J 7 Q� ISSN EXCEL ENERGY 970.2614038 (tax) Contacts: Kit Bogart 970.252.4024 Jim O'neal 970.262.4003 EAGLE RIVER WATER SA N I TAT I C DISTRICT 870,476.7480 (tel) 970.476.4089 (fax) Contact Fred Haslee COMCAST CABLE 970.949.1224 x 1 12 (let) 970.949.9138 (fax) Contact: Floyd Salazar NOTES: 1. If the utility approval 6 verification form has signatures from each of the utility companies, and no comments are made directly on the form, the Town will presume that there are no problems and the development can proceed. 2. if a utility company has concerns with the proposed construction, the utility representative shall note directly on the utility verification form that there is a problem which needs to be resolved. The issue should then be detailed in an attached letter to the Town of Vail. However, please keep in mind that it is the responsibility of the utility company and the applicant to resolve identified problems. 3. These verifications do not relieve the contractor of the responsibility to obtain a Public Way Permit from the Department of Public Works at the Town of Vail. Utility locations must be obtained before digging in any public right -of -way or easement within the Town of Vail. A building permit is not a Public Way permit and must be obtained separately. fie Developer Is required and agrees to submit any revised drawings to the utilities for re - approval $ re- verification If the submitted plans are altered in any way after the authorized signature date (unless otherwise specificaAy noted within the comment area of this form). Revetoper s Signature I. ,- Page a of 121D4101/04 I;3- J -U4 : 7 : 1 Z1 M; US WtJ I Aug 12 04 07z48p Roxanne Novia :ai�4oa�orc aF �i 970 -845 -7013 p.2 Unt- ITYAPPROVAL & VERIFICATION This form serves to verify that the proposed improvements wig not impact any existing or proposed utility services, and also to verify service availability and location for new construction and should be used in conjunction with preparing your utility plan and scheduling installations. A site plan, including grading plan, Floor plan, and elevations, shall be submitted to the following utilities for approval and verification. Authorized Si9na4 QWEST 970.384- 0257(tax) Contacts: Scott Carrington 970.469.6860 Jason Sharp 970.384.0238 EXCEL HIGH PRESSURE GAS 970.262.4076 (W) Contact Rich Sisneros HOLY CROSS ELECTRIC 970.949.5892 (tell 970.949.4566 (fax) Contact_ Ted Husky EXCEL ENERGY 970.262.4038 (fax) ' Contacts: Kt Bogart 970.262.4024 Jim O'neal 970.262.4003 EAGLE RIVER WATER 8 SAN ITAT 11 DISTRICT 970.47117480 (bet) 970.476.4089 (fax) Contact: Fred Haslee COMCAST CABLE 970.949.1224 x 112 (tel) 970.949.9138 (fax) Contact. Floyd Salazar Comments D �'�i NOTES: 1. If the utility approval & verification form has signatures from each of the utility companies, and no comments are made directly on the form, the Town will presume that there are no problems and the development can proceed. 2. If a utility company has concerns with the proposed construction, the utility representative shall note directly on the utility verification form that there is a problem which reeds to be resolved. The issue should then be detaNed in an attached letter to the Town of Vail. However, please keep in mind that it is the responsibility of the utility company and the applicant to resolve identified problems. 3. These verifications do not relieve the contractor of the responsibility to obtain a Public Way Permit from the Department of Public Works at the Town of Vail- Utility locations must be obtained before digging in any public right -of -way or easement within the Town of Vail. A building permit is not a Public Way permit and must be obtained separately. The Developer is required and agrees to submit any revised drawings to the uti5ties for re- approval S re- verification if the submitted plans are altered in any way after the authorized sgnature date (unless otherwise specifically noted within the comment area of this form). Developers Signature ir— rWd Page 8 of 12/04/01/04 TOWN OF VAIL, COLORADO Statement Statement Number: R040006371 Amount: $20.00 08/09/200412:04 PM Payment Method: Check Init: JS Notation: 1442 /COTTLE GRAYBEAL YAW ARCH. ----------------------------------------------------------------------------- Permit No: DRB040390 Type: DRB -Chg to Appr Plans Parcel No: 210312210006 Site Address: 1722 BUFFEHR CREEK RD VAIL Location: 1722 Buffehr Creek Road Total Fees: $20.00 This Payment: $20.00 Total ALL Pmts: $20.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -- ------ - - - - -- -------------- - - - - -- DR 00100003112200 ----------------------------------------------------------------------- ------------------------ - - - DESIGN REVIEW FEES - 20.00 - - - - -- OR Flgnv BRANDY RESiCIEIVCE Lar 5� 7 E ArNR StA90w fON Lee C. Whitt v� (- rtnar�nyy//consutr E�632 P. x 2946. Edwards, CD DAIS �Iy ( 926.2 � F � L Y V 926-272A i STAFF APPROVAL DATE: � q -0 3 STAFF: C,/ Sep 07 2004 3:40PM sonesmac 970-262-2162 p.2 64 WATER MATLAC 15-24' I-ANDSCAPe OAR-29N AALL, ENSINEEMINO NOT Rff4UIM--D AS RM KOWIOLINI! M&INEEM CWTMIA 4 POTAILIS, - 70 SMV SET INLA&STONE PA%AN& V. 4t - fAW 62 iI r. •for• � 1. LIMA F R woz c i and C3AI?338 D Z W QD W J E- z Q J W R Q O N = = U v U @ v — — N MT _ ch W U U Q z O �C) zZZ � �� a nu U QQQ Lw Q� O w mU- > D D D D Q J f D Ln Q O 0 0 Z D o z > > > D U- 0 J Q J z z 2 D Q Q Q w w Z U-j U Z Z D LLj w Q Q J J J - 0 w U U a a nD w> wQ O00 �Z CD FL F rl m rmon 3 J ` D G z "I D D x z D i m C) - I �occ D M D O Z O z c cn r- M � m cn_ r O D Z n W W W X m o o ., D r r r m W cn Q W W X D w W w W A A DDm O z cn DID 0 Lli f 3 >T W X A C (D m v 2 ❑ N W 9 0 Q z 0 0 m ❑ lv ro a D c G) c U) 0) N O O A S m m w 0 00 N N m x w W co M 6 N ° a N G. 0 D C d r 3 1 z CL 0 M O -i U) M C CD = cn r ( f o M z a C) n Z o M o �0 N (n 00 O n Ill z n z C r z G) z V z I - V y l � l / X / z l J z 0 --I 0 (n 0 D r M D r /u O in U) M z o M C) O N O Z M M z o m, r m M O D N m O X i v A T D < X " �zm-n D -� zO0 U o O O D➢ 1 — 0 0 _ X M C - r Z >< I } 1 x fMocD I Il zl l �I �m�� bl I I A o Lu O c�M z l Imo,- I� IA N 0 -,o ND 0 �I I I z D m0 °oZ I I I I I II " :ED WM> �_0 1 1 1 1 1 1 1 I— rr I I I I I Iml M O � xcm I I I;u o I I I IN I Izl I I I II ( � o� o " I I I I I I0I I I I I II I LD ,o�m 1 1 1 1 1 1 1 I I I I I cn o ;u I I I I l i l I w l I I I �` ; o ❑ I I I I I I I p l I I I I I m ° -+x Arm I I I oM I I I I I I I I I I I I ! D r I I I I I I I I r _ I 3 N D Z cn Z = � r I; r0 v�0 c m I; v 3 m D 0 TI MO z o D D 0 ^ = z M -i -1 A n c D Ln A D W T r 7J O N n ;u n r m in 3 m z N p V A A O D D OS D O -� x x x nD;o - o UD ;uOK'D - 10 PO ❑v W W W 9 n0 ➢" nW W? 0 - ncnN - n om Ozmxm° mzc zCO mm00= O O"nz com � mr D' z ❑'a On zin(n� mcnD z� ccm -i cz z--1 ❑D -+c -i = mi - m imi m= N �n m m - mm� cnnrrz r (nx❑� r= p �U) cn 0O�rr 0m n r <m - 1 ❑ m M m O � om� ; m mom ;u c�m�v nZm �M� +�, �Z nm�� XDm Dm �DD mD cn cn --1 z 3: p� ESN CO - n W > - 1 Cn� -mmcn 71 >< mm ( �D (n -z n� � I n N cn- 0 mm - I� = - U r =c 0, 0 0 z0 ➢ O O �0 -ixom U) -im �nz 9 =m22 0 o ➢g z { z mc� -{� !-�_ n W e OOm ODO❑ OOy om(n0y� r = 1D ❑gn c vz " m� b�cnc� x_I U' Om m m �x 2 =>00L = m Om� Onm - .°- °ZG)0 -< W m UD n m z m �� oG) mn��vz -( m r - - n ❑ > -ucn°J o �Dm mZ-i - O- o U) m O 0 0 W p O r p m A D p D z O n m m n o p n r cn n m O Ozcmn= �cn m ❑O ;u r °oz zM m = ° O m T� u ;u m m c ➢ U(n� ❑ ❑ �- - n�� - I - nZ D N� (n m zz� cZ� cnc0 ' 2: ❑ 0m0 = ;u r Ln zz " O O z ❑ z - o O oc z v o�� m 0 n m p D G r n n ��� y0 � i �� x �i z '�, W o_ - o (ncn =0 m -u m m'?i W ?iDO C 0 z� n 1 SOD m< Fn n 0s(n M r -)m �0 -- I � G) DD O N m❑c C: --1 O m c cn X p r W m p m n z m 0 M m D M 71 ❑O�oo � A 9: -U co zD- D r yD -ip �co �m m O �nOWD En G�o0 < - D r c Zm ➢ ❑fn < �O D r r ❑ 1m T m ;U r( - {(mtlx T Om ❑ G)x O �❑ cnZ 0 z m O m m c: m Z 0 D O 0< z 1 - o ° ❑ G7 ( o z m = m ❑ o z 0 m O W Z r °M iZ7 M 'T1 M D c U) z 0 D cn m M 1 - 0 . 0 O M r- 00 0 X r M cn xm D cn z - n Op m O-N OMK nm M U) m �0 ❑ /^ r r� Q ' M V / C August 17, 2004 Mr. Warren Campbell Town of Vail Department of Community Development 75 South Frontage Road Vail, CO 81657 Re: Brandt Residence Civil Engineered Site Walls Dear Warren: Please find attached an addendum to sheet L -1 and Koechlein's reinforced boulder walls, submitted to you August 6, 2004 for the Brandt residence. This solution, summarized and drawn by Lee Whittington, shows a new configuration of the boulder walls and drainage within the Brandts property. Please accept this, along with the geotechnical engineering for reinforced boulder walls in lieu of the proposed boulder walls to the west of the house included on the SonesMac plan L -1. Regards, Ann C. Darby, AIA Cottle Graybeal Yaw Architects Plug 17 U4 UU:efa l-WW Wfla VVa..6 Lee C. Whittington P.O. Sox 2946 Edwards, CO 81632 Ph: (970) 926 -2728 Fx: (970) 926 -2728 TO: Cottle Carr Yaw ATTN: Ann Darby FAX. 926 TO: George Shaeffer Constructio ATTN: Steve Metcalf Btu er FAX: 479 -2906 Comments: Hi Everyone, Date: 8-17-04 Time: 7:30 am Project: Brandt Residence — Lot 5 TO: Koechiein Consultants Engi neerin g ATTN: Scott M ers FAX: (303) 989 -0204 TO: _ ATTN: FAX: Brad Foster has recently asked me to look at re- grading the boulder wall area to the west of the building. As you probably know with the building already existing and in the close proximity to the adjacent property litres there is not a lot of room to come up with an ideal grading solution in this area. However attached is an attempt at a grading option, which seems to address the criteria 1 was asked to work with (no boulder walls north of the north property line, match the existing grades at the west property line, don't fill above top of existing foundation wall). My main concern about using this grading option is how close the drainage is to the building. In an ideal situation the drainage should be around 10' away from the building. On this plan the drainage swale is approximately 4' away from the building and even as close as 2' at the northwest comer. If this drainage option is used for construction I strongly recommend water proofing and using drainage board against the building. As well as a foundation drain to carry groundwater away from the building. I have noticed on Koechlein's boulder wall details that free draining gravel is planned as backfill behind these walls. This would act as a building subdrain in this area if the subgrade under this gravel is graded to drain away from the building to the perforated pipe. Due to small amount of time I was given to work on this plan (last night), I didn't have time to work through all of the issues. I do believe that there are a few places that need to be looked at prior to final construction. First off it is not apparent which way the patio on the southwest side of the building drains. I believe it wants to drain to the south, but that side is surrounded by a wall. This wall should have weep holes installed at the patio elevation to allow drainage to get through or an alternate drainage path should be provided. On the attached plan area #1 may need to have the concrete patio redesigned to not interfere with the proposed drainage swale. Area # 2, the couple of steps on the west side of the patio will also have new elevations. This plan is only to be used for the layout purposes of the boulder walls and drainage paterns. On the west side of the building. The actual walls, backfill, mechanical stabilizing, and subdrains are being designed by Koechlein. I am going to be out of town from Wednesday 8/18 to Monday 8/23 If you have any comments I can try to address them this afternoon. Sincerely, Lee W. soenee ac Landscape Architecture Site Planning Urban Design August 6, 2004 Town of Vail Community Developrr Vail, Colorado Planning Department, Enclosed are revisions to the Brand revisions are clouded on the plan an( • Engineering details have been provictect ny xoecnlein wnsumug zuy,111cc --- proposed boulder walls have been graphically designated to correspond with the appropriate engineering detail. • At the south side of the house, the lowest boulder wall on the originally approved plan has been eliminated. The remaining two walls have been raised by +/- one foot each. Should you have any questions please do not hesitate to contact us. Sincerely, Scott I Sones 4?" SonesMac, I LIC. P.O. Box 115 Avon, CO 81620 1 970.949.6490 P.O. Box 281 Silverthorne, CO 80498 1 970.468.4717 fax 970.262.2162 studio@sonesmac.com • DW6 0-619 IRE COPY d TOWN OF VAIL Department of Community Development 75 South Frontage Road Vail, Colorado 81657 970 -479 -2138 FAX 970 - 479 -2452 www. ci. vail. co. us Cottle Graybeal Yaw Architects c/o Ann Darby P.O. Box 6337 Avon, CO 81620 August 28, 2003 Re: Brandt Residence Building Permit comments located at 1701 E Buffehr Creek Road /Lots 5, Eleni Zneimer Subdivision Ms. Darby: This letter is being sent to inform you of several items which are need to complete your Building Permit submittal for the Brandt Residence located at 1701 E Buffehr Creek Road. The follow comments should be submitted as quickly as possible in order to keep your application moving forward. The plans submitted show the altered building envelope extending off the property and onto lot 4. Please revise all plans showing the building envelope on lot 4. These include Sheets L -1, L -2, L -3, and A2.1. Also when revising Sheets L -1, L -2, and L -3 please adjust the boulder retaining walls to showing a minimum bench of 4 feet between walls. This will eliminate a note on the plans requiring field placement with a minimum of 4 -foot benching. You submitted revisions to the roof plan which were inserted into the plans, however, the site plan, which has ridge elevations depicted was not revised. Please submit a revised site plan depicting the correct ridge elevations, Sheet A2.1. Please review these comments and if you have any questions regarding this letter please contact me at 970 - 479 -2148. With regards, il'uLs1 Warren Campbell 4 Planner II Cc: File �� RECYCLEDPAPER Project Description: REVISED ELEVATIONS WITH CHANGES TO WINDOWS, SIDING MATERIAL, AND TRELLIS. Participants: OWNER Scott & Claudine Brandt 08/19/2003 Phone: 303 - 864 -9016 1200 N Lafayette St Denver, CO 80218 License: APPLICANT Cottle Graybeal Yaw Architec08 /19/2003 Phone: 748 -1516 Ann Darby POB 6337 Avon, CO 81620 License: Project Address: 1722 BUFFEHR CREEK RD VAIL Location: 1722 Buffehr Creek Road Legal Description: Lot: 5 Block: Subdivision: Eleni Zneimer Parcel Number: 210312210006 Comments: See Conditions BOARD /STAFF ACTION Motion By: Dave Viele Action: APPROVED Second By: Hans Woldrich Vote: 3 -0 Date of Approval: 08/20/2003 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: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Planner: Warren Campbell DRB Fee Paid: $20.00 From -TOWN OF 'JAIL COMMUNITY DEVELOPMENT 9704792452 T -251 P.002 04:40pm Application for Design Review Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 TOWN T OTAlI OF VAS tei: 970.479.2139 fax: 970.479.2452 V1 web: www.d.vail.co.us F - 973 General Information: All projects requiring design review must receive approvai 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. i�eA 'cvti w'� of the Request: I . 1 L 1 / 11• _ Location of the Proposal: Lot: Block: Subdivision: 5K& . Zv►c'wur �� viy Physical Address: L - T-�Z 0Affek ( 4 Parcel No.: ZW3 �' (� (Contact Eagle Co. Assessor at 970 - 328 -8640 for parcel no.) Zoning: Name(s) of Owner(s 4. at2 (, wjj y VXV* if Mailing Address: r t tell 1(n QY?'J_ Phone: -103. . 00 Owner(s) Signature(s): aMl ♦ Goer Name of Applicant: '` ✓ COY Mailing Address: x�7 CP Phone D i51 E -mail Address: Ct � n filV►t�t e,S.CGIM Fax: G7U• 7 f�• 15(� Type of Review and Fee: ❑ Signs ❑ Conceptual Review ❑ New Construction ❑ Addition ❑ Minor Alteration (multi - family /commercial) '' Minor Alteration (single-family/duplex) X 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. 5300 For an addition where square footage is added to any residential or commercial building .(indudes 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 I Design Review Board. No Feae For Office Use Only: Fee Paid: Check No.: By: Application Date: DRB No.: Planner: Project No.: TOWN OF VAIL, COLORADO Copy Reprinted on 08 -19 -2003 at 12:36:36 08/19/2003 Statement Statement Number:R030004528 Amount: $20.0008/19/200312:36 PM Payment Method: Check Init: DF Notation: ------------------------------ ------------------------------ ----------------- Permit No:DRB030343 Type: DRB -Chg to Appr Plans Parcel No:210312210006 Site Address: 1722 BUFFEHR CREEK RD VAIL Location: 1722 Buffehr Creek Road Total Fees: $20.00 This Payment: $20.00Total ALL Pmts: $20.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ---- - - - - -- -------------------- ---- - - - - -- DR 00100003112200 DESIGN REVIEW FEES 20.00 ------------------------------------ ------------------------------------ COTTLE GRAYBEAL YAW architects August 18, 2003 Mr. Warren Campbell Town of Vail Department of Community Development 75 South Frontage Road Vail, CO 81657 Re: Brandt Residence Final Review Submittal - Revisions Dear Warren: Please find attached Architectural sheets A4.1 and A4.2 dated 8/15/03. These bubbled elevations show revisions made to the exterior wood siding and windows for the Brandt residence. As you mentioned, you would try to get this on the agenda for review August 20, 2003, which is greatly appreciated! Ann C. Darby, AIA Cottle Graybeal Yaw Architects Regards, W S� VAIL: Post Office Box 6337 Avon, CO 81620 www.cgyarchitects.com te) 970.748.1516 fax 970.748.1518 email: vail @cgyarchitects.com ASPEN TELLURIDE VAIL f �\ AWN "VAIL Project Name: Brandt Residence Project Description: Participants: New single family with EHU and 3 -car garage DRB Number: DRB030181 OWNER Scott & Claudine Brandt 05/28/2003 Phone: 303 - 864 -9016 1200 N Lafayette St Denver, CO 80218 License: APPLICANT Cottle Graybeal Yaw Architec05 /28/2003 Phone: 748 -1516 Ann Darby POB 6337 Avon, CO 81620 License: Project Address: 1722 BUFFEHR CREEK RD VAIL Location: 1722 Buffehr Creek Road Legal Description: Lot: 5 Block: Subdivision: Eleni Zneimer Parcel Number: 210312210006 Comments: See Conditions BOARD /STAFF ACTION Motion By: Margaret Rogers Second By: David Viele Vote: 4 -0 Conditions: Action: APPROVED Date of Approval: 06/18/2003 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: CON0005956 The applicant shall make revisions to the plans which show combination retaining walls with a minimum four foot seperation between walls as required by Town Code. Cond: CON0005957 The applicant shall submit engineer stamped drawings for all retaining walls over four feet in height with the building permit application. Cond: CON0005958 E 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 The applicant shall obtain proper approval to locate landscaping improvements in the designated utility easement at the time of building permit submittal. Cond: CON0005959 The applicant shall file the appropriate papaer work to establish a deed restricted EHU on the property when submitting for a building permit. Cond: CON0005960 The applicant or a representative shall file a revised plat which depicts the revised platted building envelope which must be reviewed by staff and recorded prior to the issuance of a Temporary Certificate of Occupancy. Cond: CON0005961 That the amended building envelope is approved for this design only and will revert back to the previous 60'X90' platted envelope in the event this project is not constructed or there is a design change. Planner: Warren Campbell DRB Fee Paid: $650.00 DESIGN REVIEW BOARD AGENDA Wednesday, June 18, 2003 3:00 P.M. PUBLIC MEETING RESULTS PUBLIC WELCOME PROJECT ORIENTATION / LUNCH - Community Development Department 2 Sign Code Design Guidelines — Please bring your comments Q GRFA Discussion SITE VISITS 1. Wren House — 5024 Main Gore Drive 2. Deighan residence — 1163 Cabin Circle 3. Vail das Schone — 2111 N. Frontage Rd. 4. Roost Lodge — 1783 N. Frontage Road 5. Vail Village Inn — 100 E. Meadow Drive 6. Bogart's Bar & Bistro — 143 E. Meadow Drive 7. Bridge Street 12:00 pm 2:00 pm Driver: Allison PUBLIC HEARING - TOWN COUNCIL CHAMBERS Vail Village Inn DRB03 -0190 Final review of proposed repaint 100 E. Meadow Drive, Lot 0, Block 5D Applicant: Village Inn Plaza Phase V Condo Assoc. MOTION: Margaret Rogers SECOND: David Viele TABLED UNTIL JULY 2, 2003 MEMBERS PRESENT Bill Pierce Hans Woldrich Margaret Rogers David Viele MEMBERS ABSENT Clark Brittain 3:00 pm Matt/Bill VOTE: 3 -0 (Hans recused) 2. Bogart's Bar & Bistro DRB03 -0194 Final review of proposed signs 143 E. Meadow Drive /Lot P, Block 50, Vail Village 1 st Filing Applicant: Dalu Enterprises, Inc. MOTION: Hans Woldrich SECOND: David Viele VOTE: 4 -0 CONSENT APPROVED WITH 1 CONDITION: That a new awning must replace the existing awning. 1 ME 11 TOWN OF VAIL' • S� 3. Roost Lodge DRB03 -0184 Allison Final review of proposed deck alteration 1783 N. Frontage Rd. /Lots 9 -12, Buffehr Creek Subdivision Applicant: Lester Narpecha MOTION: Hans Woldrich SECOND: David Viele VOTE: 4 -0 CONSENT APPROVED WITH 1 CONDITION: That the entire railing must be completed as is already started. 4. The Wren House DRB03 -0185 Allison Final review of proposed re -paint and replacement of windows The Wren House, 5024 Main Gore Drive /Block 3, Gore Creek Subdivision Applicant: The Wren House Condo Association MOTION: Hans Woldrich SECOND: David Viele VOTE: 4 -0 APPROVED WITH 1 CONDITION: 1. The applicant will replace the proposed dark green trim with a gray color similar to the gray on the Christiania which must be submitted to staff for review and approval, prior to submitting for a building permit. 5. Deighan residence DRB03 -0193 Allison Conceptual review of proposed addition and exterior modifications 1163 Cabin Circle /Lot 1, Block 2, Vail Valley 1S Filing Applicant: Kevin Deighan, represented by Gwathmey Pratt Schultz Architects CONCEPTUAL — NO VOTE 6. Brandt residence DRB03 -0181 Warren Final review of proposed single - family with EHU 1722 Buffehr Creek Road /Lot 5, Eleni Zneimer Subdivision Applicant: Scott & Claudine Brandt, represented by Cottle Graybeal Yaw Architects MOTION: Margaret Rogers SECOND: David Viele VOTE: 4 -0 APPROVED WITH 6 CONDITIONS: The applicant shall make revisions to the plans which show combination retaining walls with a minimum four foot separation between walls as required by Town Code. 2. The applicant shall submit engineer stamped drawings for all retaining walls over four feet in height with the building permit application. 3. The applicant shall obtain proper approval to locate landscaping improvements in the designated utility easement at the time of building permit submittal. 4. The applicant shall file the appropriate paper work to establish a deed restricted EHU on the property when submitting for a building permit. 5. The applicant or a representative shall file a revised plat which depicts the revised platted building envelope which must be reviewed by staff and recorded prior to the issuance of a Temporary Certificate of Occupancy. 2 E 6. That the amended building envelope is approved for this design only and will revert back to the previous 60X90 platted envelope in the event this project is not constructed or there is a design change. Vail Das Schone Building DRB03 -0211 Warren Final review of a proposed re -roof 2111 North Frontage Road West/Vail Das Schone Filing 3 Applicant: Vail Das Schone Condo Association, represented by Scott Wirth of Wirth Management, Inc. MOTION: David Viele SECOND: Margaret Rogers VOTE: 4 -0 APPROVED WITH 3 CONDITIONS: That the cold roof be redesigned to match the design found in the Zoning Code Interpretations Handbook with a ridge vent height of 12 inches or less as measured in the drawing. 2. The applicant shall use the "weathered wood" Cetainteed Presidential Shake AR. 3. The applicant shall submit a complete Design Review Board application for replacing the existing damaged awning no later than July 21, 2003 in order to be heard on the August 6, 2003 Design Review Board Meeting 8. Sonnenalp Hotel /Swiss Chalet DRB02 -0279 Warren Final review of proposed major exterior alteration 20 Vail Road, 62 E. Meadow Drive, and 82 E. Meadow Drive /Lots K & L, Block 5E, Vail Village Vt Filing Applicant: Sonnenalp Properties, Inc., represented by Braun Associates, Inc. MOTION: Hans Woldrich SECOND: Margaret Rogers VOTE: 4 -0 APPROVED WITH 6 CONDITIONS AND 1 SUGGESTION: The applicant shall submit a Design Review Board application for review and approval of a comprehensive sign program prior to issuance of a Temporary Certificate of Occupancy. 2. That there be no roof top mechanical equipment permitted and all roof penetrations be painted to match roofing material prior to approval of a Certificate of Occupancy. 3. The applicant shall address the relevant comments from Public Works in the document dated June 10, 2003 prior to submitting for a building permit. 4. The applicant shall submit civil drawings for review and approval by the Public Works Department which must address all engineering issues and concerns prior to submitting for a building permit. 5. The applicant will erect larger material mockups on site for review and final approval by the Design Review Board of the colors and materials to be used on the Swiss Chalet prior to beginning their application. 6. The applicant will submit plans to the Design Review Board for review and approval if in the design of mechanical systems vents are proposed on any elevation within view of the public. 7. It is suggested that the wall of the fourth floor room located in the tower on the corner of the building follow the outline of the octagonal tower. 9. Town of Vail DRB03 -0180 Warren Final review of proposed flags Bridge St., Gore Creek Drive & Promenade, Meadow Drive & Lionshead Pedestrian area Applicant: Town of Vail, represented by Rick Scalpello MOTION: David Viele SECOND: Margaret Rogers VOTE: 4 -0 TABLED UNTIL JULY 2, 2003 Staff Approvals Atwell residence DRB03 -0192 Elisabeth Changes to approved plans 1390 Buffehr Creek Rd. /Lot G -2, Residences at Briar Patch Condos Applicant: Webster Atwell II Priebe /Gisondi DRB03 -0207 Deck extension and new stairs 2600 Kinnickinnick Road /Meadow Creek Subdivision Applicant: Erick Priebe Hill residence DRB03 -0189 Replace entry walk, stairs and planter box 4889 Meadow Drive /Lot 14, Bighorn 5 th Addition Applicant: Joan S. Hill Mill Creek Condo DRB03 -0179 Re -roof 302 Hanson Ranch Road /Block 5A, Vail Village 5 th Filing Applicant: Mill Creek Court Condo Association Rogers residence DRB03 -0188 Re -roof 4802 Meadow Lane /Lot 6, Block 7, Bighorn 5 th Addition Applicant: David S. Rogers Baker residence DRB03 -0208 Deck addition 4126 Columbine Drive /Lot 16, Bighorn Subdivision Applicant: Judy & Bruce Baker Elisabeth Warren Elisabeth Elisabeth Warren Eckelberger residence DRB03 -0204 Allison Porch extension Booth Falls Townhomes, 3094 Booth Falls Court/Lot 1, Block 2, Vail Village 12 Filing Applicant: Judie Eckelberger 4 ,I De Iraola residence DRB030209 Warren Deck addition Vail Point, 1881 Lionsridge Loop, #33 /1-ot 1, Block 3, Lions Ridge 3` Filing Applicant: Ignacio & Sara De Iraola 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. 5 C A-0s Legal description: Lot Address 1 G Ow ner &I n j+ ZONE CHECK L J Block - Filing __C ��/1i �/1��✓h r Pbonc Architect Ue , 11e Phone_ Zone district 'K C Proposed use i:, - FZIM K o use 1` rl "1 Lot size A cres 93 35 Btdldable area �� f Q�,r PSG P pf 1. \I A Propose Remainin Total GRFA '+( �G,14U fti GRFA +( ) + '�]�- - 7 A7 r Secondary GRFA + (425) (675 *) = + _ * 675 = 425 credit plus 250 addition Does this request involve a 250 Addition? .__ IUC> How much of the all 250 Addition is used with this request? Q Site Coverage s + 3 0 S Height (30V3 33 Setbacks Front 20' Sides 15' Rear 15' Landscaping Minimum Retaining Wall Heights T / 6' Parkin �- g Required_ Enclosed Garage Credit (300 (600) 900) (1200) Dri cway Permitted Slope y 0 % Proposed Slopc Complies with TOV Lighting Ordinance Yes • X 1\ Are finished gadcs less than 2:1 (50 %) Yes _ No Em•ironmcntalIHazards 1) Pcrccnt Slopc ( < >30 %) 1 QS 2) Floodplain • 3) Wetlands 4) Water Course Setback (30) (50) )Jt, 5) Geologic Hazards a) SnowAvalanchc .&D r b) Rock-fall j c) Debris Flow o Previous conditions of approval (check property file) .s trt Z t'le.i MG' Is the property non - conforming? Describe: _(} Mai 2 7 2003 4:04PM HP LPSER 3333 _- ` 9704182452 © 7-60, P, 2/2 -- `;� o r -H d Y 2 7• 2003 2: 4 6 P P4 0 OF �(A { � SO I TY UEYELOPhENT Application for benig Peview Deprartrnm t of 63MMUnity Devdotmest 75 South Fror1109e Road, VaIL Colorado 51657 � + jp i tel: 970..479.2139 Pic. 970,479.245 tt i�' rr!! �o web WWW'd.uali.=U9 General Irnformaticn: WOrm be a or to submitting a building perr"It OPP"titm- Vase All p requiring design revie+x nnust receive approval !that l5 requested. An applicaiinn Tor Design Rteview rzftr to the Su"Ital requirernes�ts far the parti�la app mint Departmerrt The n canot =!P� untu aT requue] atian is re=ceived by it Cammun DnbP prjr}et.t may also need to be reviewed by the Town Caunal an8for the Planning and Environment$] Gommessioin Oesdgn rmvl*W approval (aipses: unl� a !wilding p�errnit Is issued and cofatruciyen cvmrnen with one year of the apprs Wl— ,,, -„ t _ t Location of the i'rapasai: Wt � .__ Vock.:____ -__ EtlpdivIsion: *{!1nti �y►CAry�'� 1�1t� physical Address Q _, Parcel No.: . ' '7:7- .1 •{ (Cantatt E gie Co. Assessor at 970- 325 - $64a for pa= l V10.) Zoning: - -' j— o f htannweCs) owner(* (wiring Address: Lz -4 Owner(s) Signature Name of Applicant; Mailing Address: fl7 1 H -rna4i Address: '[ape jD f faevfew and Fee: © Slflns �- Cryrtceptual Revi�r ❑ taew can structlon ❑ AddRiwt © Minor Anton (n,ult3-#a mil y1 commerdal) Minor Ar[W2600 (Single- farnliy!duplex) p Changes to A.pfrroved Plans © Separation Reg U25t Phone: $54 plai $l.Do per--vquare Toot ofWa I sign area.. No l=ee .6,4LI -j vt �6W F Ka,utrUCWn of a new building or dem01rebuil4• ; For an addition wfi�'e Square footage is added » any reside rit4al or com=rdai building (indWes 250 additions & inbedorconvers]ons). For rnihor Changes to btflidings and sitt intiprovemerxts, such as rer'oen9, Painting, window additions, lands�mpir',, fanoes an6 ret0ning yells, ckc q For minor changes to bun afid site improvenran�: � rerce�Arg, pair�tinq, Mrindow addi�Ms, landycapin9, fe es and rQtalr ing walls, AtC. $20 For revisian6 to PlMs air"dy ®ppra'ed by Planning Sta`f or ilia Design Review Board• No Fee CiWI Ups Only: Paid.- Check No.:�— ey. ..... ttssda� b DRB No.: P.2 ED ( 40 \/ / b= 00 5= _2E a 22 CL 9g ^ 2 ° k m/2 @0 @/0- e\ = � f& ° / E \ f & / E ƒ &E CO / \ / _ -0 .2 3 / k 0 � \\ » ) §.0 U.= 9 1 ZG 2 c C: CC) / Q 2 =o .a n— o E— 0) C:) I¥ @o uc /o ca » o I w E/ 's _ /\ /f // /f 2 = o c / \ /k // / \\ \\ \/ \\ ƒ /) $) \ \: \ : Ec: ƒ: uj uj E= E f $£ _= 0 2 = cz n7 o I U) = c n7 e I m7 cc e 2% co \ R Q%/ E g g g W W 0 I% e = =C) E§ E% E§ E% c 0 U 2 CL 2 cz If 2_# U 4 co �# O= �2 O= �# O o �x O m \ m= 70 f N/ 0) \.§ 0 Q CL /: 2 n c / R //7 \f\ \ \ f / 2 / e/ ƒ 2 / 0) N x x�� m m§ =%B%%\ _ 0- C) E ¥ c� ¥$ D o o\ 0/ c 4 U) a GCE �\\ \ƒ @ \ // /_0 ƒ ƒC \j § § k { q / � L z g M = I CD 0 / U f $e n o E $0 x 2 x 0 = Cf) ) \ / \. a ƒ \ / 0 § ��\ \ \ > \ 2\ �J cr //.$ § _ $-A §-A 7 2 \ » ° ° y 2 / \ ±� =� % \ 4 n — LU LL , f G f e a I/ « 6.� /��7� ?f k 2 �� o o o= UICq�d ?.\ 3 0 <7 13 o\\ Io o \/ Io OL o= IU o 2 =§ O= wO_ cc g . 5 0 / \ \ z § / % \ 3 / / \ e c 5 a 2 cc x X 0 3 5 0 5 0= E 2 = m 'a e _. o 0 E n e § n g mw &��g47 7\ w7 " / \�$$U) -iIr /ƒƒ R _ x \ a � \ \7 0 U 2 E b 2 0 3 0 ƒE c II / cn o R I %I@ � U _ k \ \ 9 / 0 I 0 \ o / / : _ _0 $ o $ ƒ a / 0 / \ R a) 0 $ \0) � / k / � u � E § m § 0 \ // � � U _ k \ \ 9 PROPOSED LANDSCAPING Botanical Name Common Name Quanti PROPOSED TREES AND SHRUBS "�' 1 i I. EXISTING TREES TO BE REMOVED Minimum Requirements for Landscaping: GROUND COVER SOD SEED IRRIGATION TYPE OF EROSION CONTROL Type Deciduous Trees — 2" Caliper Coniferous Trees — 6' in height Shrubs — 5 Gal. Sauare Footaae A Size 11 . kw Please specify other lands ape fe tures (i.e. retaini lwa l ls, fences, swimming pools, etc.) . 1 � r S►110 Page 7 of 12/02/07/02 TOWN OF VAIL, COLORADOCopy Reprinted on 06 -04 -2003 at 16:39:45 06/04/2003 Statement Statement Number: R030004104 Amount: $650.00 06/04/200304:39 PM Payment Method: Check Init: JAR Notation: 1007 Scott A. Brandt, MD Claudine Brandt ----------------------------------------------------------------------- - - - - -- Permit No: DRB030181 Type: DRB - New Construction Parcel No: 210312210006 Site Address: 1722 BUFFEHR CREEK RD VAIL Location: 1722 Buffehr Creek Road Total Fees: $650.00 This Payment: $650.00 Total ALL Pmts: $650.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- DR 00100003112200 DESIGN REVIEW FEES 650.00 ----------------------------------------------------------------------- - - - - -- sS� � • Landscape - 902 Bollard Page 1 of 3 1$ ftm Lwft P. M-1 STANDARD PRODUCTS - LANDSCAPE Cr0r,1% PDF Files: Catalog Page - Tec hnical Spe-c- Mcations - Inst aNation Instruction - Ph oto m etri cs I Zip File: IES_Files 902 Bollard - _ � I • Solid bronze and copper construction provide maintenance -free finishes. • Electronic ballasts are standard for CF lamping and provide low temp starting. • Available with low wattage metal halide lamping. • Companion garden light available. SMITH RANCH HOMES NOVATO,CA LARCH: ROYSTON, HANAMOTO, ALLEY & ABEY EE: HANSEN & SAUGHTER LTG. DESIGN: AUERBACH & GLASOW SHOWN WITH OPTIONAL "HIPPED HOOD ") APPROVED E TOWN OF VAIL DESIGN REVIEW BOARD DATE- �� PLANNER: . httn:// shanerlitihtinti.com/cataloizs /slanO4.htm 5/23/2003 FRANCISCAN WINERY OAKVILLE, CA ARCH: BCV ARCHITECTS /LEONG ARCHITECTS LANDSCAPE ARCH: FREDERIKA MOLLER LTG. DES: L.I.T., INC. '.andscape - 902 Bollard Page 2 of 3 LAMPS / BALLASTS Incandescent: 1 - 10OW max (A -19). Fluorescent: 1 compact 26W (F26TTT) or 42W (F42TTT). H.I.D.: 1- 50W or 70W metal halide, or 1- 50W or 70W high pressure sodium. (ED17, medium base). Specify voltage. Incandescent available 120V only. For H.I.D., ballasts are High Power Factor (HPF) thermally protected and outdoor - rated. For fluorescent, Electronic Ballasts are standard. 4 -PIN LAMPS REQUIRED. See "Ballasts" and "Lamps" in Section G. Lamps by others. See "User Guide" for information on starting temperatures of fluorescent fixtures. MATERIALS / FIXTURE LOCATION U.L. listed for wet location. Hood, support arms and post are solid copper. Fixture body and mounting base are Sand Cast Bronze. FINISHES Diffuser: Clear Glass, inside sanded. Base & Body: Sand Cast Bronze (weathers to a dark patina). Hood, Arms, Post: NCP - Natural Copper (weathers to a dark patina). VG - Verdi -Cris CC - Custom Color, Semi -Gloss SZ - Satin Zinc MOUNTING Overall bollard height is 36" standard. Specify other, (ex: 28 "OA). Post is wireway; wire is made up below removable head. Conduit enters at center of base plate. Anchor bolts and template are supplied with fixture. 10 12.Eml e Cast base is standard mounting, supplied with anchor bolts and template. OPTIONS For perforated metal brightness baffle, specify suffix fMt1. Available with 12" diameter hood, specify suffix 13. Its Avail,oble with hipped hood,l specify suffix HH. NOTES • For photometric data, see Section H. • 14 112"0 hood available. FOUNDATION FOR DESIGN littp:Hshaperlighting.com /catalogs /slanO4.htm 5/23/2003 ,y Rectangular recessed wall luminaires )esigned for low mounting heights for the illumination of steps, ,fairs, ramps, aisles and other locations, indoor and outdoor, vhere guidance and security lighting is required. lousing: Constructed of die cast and extruded aluminum components vith integral wiring compartment. Mounting tabs provided. :nclosure: One piece die cast aluminum faceplate. Clear tempered glass; .157' thick etched (behind louvers), .125' thick, machined flush faceplate surface (slot), .157" thick with translucent white ceramic oating, machined flush to faceplate surface (open). Faceplate is ecured by four (4) flush, socket head, stainless steel captive screws xeaded into stainless steel inserts in the housing casting. Continuous high >mperature, molded silicone rubber gasket for weather tight operation. lectrical: Compact fluorescent lampholder: 2G11, 4 -pin, rated 5W, 600V. Ballast: Electronic, HPF for 0° F starting, available in 20V or 277V - specify. hrough Wiring: Maximum four (4) No. 12 AWG conductors (plus ground) uitable for 75 °C. Two 1 /8" knockouts provided for 1 /z' conduit. inish: Standard finish is an eight step process consisting of a black r white textured powder coating over a phosphate base. ustom colors supplied on special order. .L. listed, suitable for wet locations and for installation within 3 feet of round. Suitable for all types of construction, including poured concrete. YLmw.. L "d" h uesx` d Q )I )I BEGA Horizontal recessed luminaire with B die cast aluminum louvers. ® ® Etched tempered glass diffuser. ' Suitable for wet locations. ' A Electronic ballast for 0°F starting. t-!ttr � Color: Black or white. Lamp Lumen A B C 2226P Recessed W 1 18W PLL 2G11 1200 13 4 4 3126P Recessed /M1 1 27W PLL 2G11 1800 16 4 4 3125P Re cessed OW 1 39W PLL 2G11 2500 20 4 4 BEGA t TE KA • I L L U M I N A T I O N T39 BEACON SATURN PENDANT I I_�_ -1 r1 �J 24" 8 „ Description... Exterior / Interior stem mounted PRODUCT # Lamp Rings Finish Option luminaire BSP- 2046/Natural 15OW A19 S.S. Brown Patina Materials / Construction... BSP- 2016/Natural 15OW A19 Copper Brown Patina A. Cast bronze cap BSP- 2066/Nickel` 15OW A19 S.S. None B. Heavy pure copper shade 'Nickel plate C. Stainless steel or copper on S.S. ring stacks D. Solid brass spacers Note... Longer stem lengths up to 10 feet, available at E. Pure copper glass retainer w/ clear glass disk additional cost - specify F. Clear glass cylinder G. Pure copper lampholder cover U.L. listed, suitable for wet locations H. Stainless steel screws APPROVED BY THE I. 28 degree swivel, hang straight canopy J. Pure brass stem - 1/4" IPS TOWN OF VAIL DESI GN R EVIEW BOARD Mounting... Recessed 4" octagonal wiring box • — ' O DATE: S PLANNER: `UV TEKA ILLUMINATION, INC. 86 GIBSON ROAD, SUITE 3 TEMPLETON, CALIFORNIA 93465 PHONE (805) 434-3511 FAX (805) 434 -3512 0 TEKA 6/98 TEKA • I L L U M I N A T I O N T23 CLASSIC SATURN WALL • • 51/4" G +-- 51/4" 10" Description... Exterior wall mounted luminaire Materials / Construction... A. Cast bronze cap B. Heavy pure copper shade C. Stainless steel or copper on S.S. ring stack D. Solid brass spacers E. Cast aluminum wall plate w/ pure copper cover PRODUCT 7 NIB" #Lamp Rings Finish Option CSW- 8046/Natural 100W A19 S.S. Brown Patina CSW- 8016/Natural 100W A19 Copper Brown Patina CSW- 8066/Nickel' 100W A19 S.S. None *Nickel plate F. Heavy pure copper stem - 7/8 O.D. U.L. listed, suitable for wet locations G.Pure copper glass retainer w/ clear glass disk H. Clear glass cylinder APPROVED BY THE I. Pure copper lampholder cover - Mounting... Recessed 4" octagonal wiring box TOWN OF VAIL DESIGN REVIEW BOARD DATE: - 6- D PLANNER: 41 L TEKA ILLUMINATION, INC. 86 GIBSON ROAD, SUITE 3 TEMPLETON, CALIFORNIA 93465 PHONE (805) 434-3511 FAX (805) 434 -3512 C TEKA 6/98 17" x ml lk Q ;, rn O rt ro EL ov O o N �^ O V? W O n O n rt W w 0- 'O � n N �. rD w � -1 G Q Q w w rD n. w an O o. a ro O n y .;; O n a rD N W w w CL :'� rD rD rD (� A w n W o 10 w rD cn O p b n O w w R w 0 N rD OG On v p�j p O w p c ,+ p O =. O O O G � (D Q' w •- O (D b rD X � rr w v cn w rrD �. A � o O E; Z Q n C" y a y � 6 C f0 R f0 y p C Q • y � t 1�1 p � � n � O h �� �. � `mss. x a 7777�,� ......... ....... S rti. ' `o:zr @ : I _o k 1 4 o N M � O O O a) m U a > U .° 2c 0 2� N O 0 ._ O a 4 0 C/5 �ao0.0� N N N ('M M O N O al O D :][: E L N � � � O M O d N N N � � � O M O d N � � N O U 0 LL. I V M a o 3 � � O I O o R N ° 'O U oZNOZ I M N O M , 0 V N N M 'o c O h' 0 I�ao0 N N N CO M a c O p i O a — �I O C14 a o o� Q� a — o _0 a Lo aZZZ �� � `p-� Cl) a Z I I I— Z M c I v> �O v v Z77 C14 M V � C? ^ � o 1.? � � =m�� Q V , o , ON070`O—NMR-) -O NNNNNN M I M � O � O Z p p O O�� Z�� � I to I M M M H d' N�� N N E < N V N� N� � = a C C I�M�O V � [O U �'Of�000'O ^NM cw N Q E Z cn C) j O O Q 5 Z Z 6 0 0 I �0 a I � I N I p J � N N � — d o LO � V W �O -- C`J M V H 00 L y f A � a 0 1 T -1 Z -1 (D OCT m o m m p m Q < p 5 —• 7 N D > > Q 5 Q Q O <n N 3 ° cn� (D Q 3 o Q Q cn — (D (D <n o�0ccn Q °°_ <� (D O N Q Q� n � a , Q_O n O _ O p T O - n C GO O Q_3 Q_ O Q O p F- O C(D) OA 7 o- 5 5 N — 7 =. O c T N. - 0 CO y C o ( CZ cQ 3(D Q_ Q O p Q X Q O Q p T Q— (D (Q -- - — O_ (D (p (D N O Q (D S p y Q (D 0 O ZQ < cn_ O' 7 (D 3 `^ Q �(D Q Q. s p (D (D Q (D - 0 — (D - 0 (D ODO Q O Su' p O Q cn ('D Q p (D O Q ('D p� N Q' O. CT Q_ En N Q N to 7 m (D 3 p Q_ Q_Q _ Q_ (D (D T (D N Q O Q — Q N (D < Q n O (� Q iwdl a!yp. c _ ' w Q (D (D O M Q cn Q c" O c (D / 3 � g� - (D P- m 3 Q (D Q O O r�l � T (D Q -0 n (D L y f A � a W 1 0 I * 1 0 a 0 co v� 15 1 o�� CC,O z CL i- w Z (L cl) w uj ti ItO 0 a 0. a 0 co W . o LL o 5; o�� CC,O z CL i- w Z (L cl) w uj ti Z - % 0 a 0. 1 .1r 0 WQ J m } m LL O3 r. (r. O Z aF "� CC z z Q W z a. o c li IN OWN, ; , tt Aid AN/ 1 i-mw "N W. 4 1& 40 As EL WP MEN =MA pl, �3 N y � t n -,J i t 0 J � I N v iE r J LL _ oi lu, H 0.� w W � Z O p M COTTLE GRAYBEAL YAW architects June 16, 2003 Mr. Warren Campbell Town of Vail Department of Community Development 75 South Frontage Road Vail, CO 81657 Re: Brandt Residence Final Review Submittal Dear Warren: Please find attached revised architectural plans, dated 6/14/03, which are supplemental to our Final Review Submission dated 5/28/03 for the Brandt residence. This package also addresses your updated comments in your letter dated June 12, 2003 as follows: Two copies of stamped topographic plan, dated 6/11/2003. L1 -0 Revised Landscape Plan showing new limits of construction, snow storage, and developer provide retaining walls at the road (northeast corner of lot.) L2 -0 Revised Planting Plan within limits of construction. L3 -0 Landscape Lighting Plan (unchanged) A10.1 -A10.3 Architectural Lighting Plans Light Fixture schedule Exterior Finish Materials If there are any outstanding items you would like me to bring to the meeting on June 18, 2003, please do not hesitate to call at 748 -1516 x14. Regards, J, 0 . Ann C. Darby, AIA Cottle Graybeal Yaw Architects VAIL: Post Office Box 6337 Avon, CO 81620 www.cgyarchitects.com tel 970.748.1516 fax 970.748.1518 email: vail @cgyarchitects.com ASPEN TELLURIDE VAIL ( �11 TOWN OF VAIL L% Department of Community Development 75 South Frontage Road Vail, Colorado 81657 970 - 479 -2138 FAX 970 - 479 -2452 www.ci.vail.co.us Cottle Graybeal Yaw Architects c/o Ann Darby P.O. Box 6337 Avon, CO 81620 June 12, 2003 Re: Brandt Residence updated comments located at 1701 E Buffehr Creek Road /Lots 5, Eleni Zneimer Subdivision Ms. Darby: This letter is being sent to inform you of several comments and questions the Community Development Department staff have regarding your submittal for the Brandt Residence located at 1701E Buffehr Creek Road. This letter includes all the comments from the June 10 letter with additions show in bold. The follow comments should be addressed in the materials submitted for your final review. • After measuring the portions of the driveway which are heated and unheated staff has determined that a snow storage area of 274 square feet is required. Please submitted a plan showing the location of 274 square of designated snow storage area. Please remember that landscaping is not to occur in the area designated for snow storage Please submit details on the proposed water feature on the west side of the house. Renderings or photos of existing waterfalls will work to depict how the finished project is to look. Is there a water feature near the front entry of the home? If so please provide details or explain what the symbols are. Please submit a materials sample board. Please provide a legible plan with the roof plan shown on top of the existing and proposed contours, with the top of ridge elevations labeled, so that maximum height can be determined. Room 112 is labeled as crawlspace /storage. Please provide confirmation such as a cross - section that confirms it meets the requirements of the Town Code for crawlspace. Currently, I have included this room in my GRFA calculations. After review of the floor plans staff finds that all GRFA requirements are satisfied. Please remember all access to crawlspaces are to be through openings measuring no more than 12 square feet in area. • On the landscaping plans the disturbance fence needs to be adjusted to be on your property along the west property line and include all retaining walls and tree plantings. Currently, there are retaining walls and landscaping proposed outside the limits of to 4) RECYCLED PAPER disturbance fence. Staff needs to verify that all retaining wall improvements will occur on your property and not require underground disturbance onto neighboring properties such as soil nailing. The lighting plan shows a total of 28 lights which meet the light guidelines requirements. Please verify there will be no more additional light by doorways, etc. All exterior lighting sources will count towards the 28 total maximum. In your submittal letter you assumed that I had a stamped survey of the site currently in association with the driveway construction. The copies I have in my office are not stamped by an engineer as required by our application submittal requirements. I am almost sure you can get some copies from Ed Zniemer. Two copies should be submitted. Public Works Comments: Town of Vail Standards require that any new grading be returned to 2:1 grade. Max allowed is 1.5:1, and must be approved by the Design Review Board, and Town staff. Provide a stamped approved drawing from a licensed PE for retaining walls between 4 feet and 6 feet. Keep in mind the maximum height of any retaining wall is 6 feet. Stamped engineer drawings must be submitted at the time of submittal for a building permit. The Town of Vail requires a minimum bench of 4 feet between retaining walls. Please revise plans to meet these requirements. • Show erosion control measures on the site plan for the lower end of the site. Adjust limits of disturbance fence to include all disturbed area. Please review the Public Works comments provided in this letter for applicability to your project and address them appropriately. Leonard Sandoval with the Public Works Department can be reached at 970 - 479 -2198 if you have any questions. Fire Department Comments: This house is to be fire sprinkled per the requirements of the approval of the Eleni Zniemer Subdivision. In order to remain on the June 18, 2003 Design Review Board agenda please submit revised plans addressing these concerns and questions adequately no later than 1:00 p.m. on Monday June 16, 2003. If all plans meet the Town of Vail zoning requirements you will be schedule on the June 18 DRB agenda. Please review these comments and if you have any questions regarding this letter please contact me at 970 - 479 -2148. With regards, M Warren Campbe Planner II Cc: File TOWN OF VAIL LY Department of Community Development 75 South Frontage Road Vail, Colorado 81657 970- 479 -2138 FAX 970 - 479 -2452 www.ci.vail.co.us Cottle Graybeal Yaw Architects c/o Ann Darby P.O. Box 6337 Avon, CO 81620 Re: Brandt Residence located at 1701 E Buffehr Creek Rc Subdivision Ms. Darby: This letter is being sent to inform you of several comments and questions the Community Development Department staff have regarding your submittal for the Brandt Residence located at 1701E Buffehr Creek Road. The follow comments should be addressed in the materials submitted for your final review. • After measuring the portions of the driveway which are heated and unheated staff has determined that a snow storage area of 274 square feet is required. Please submitted a plan showing the location of 274 square of designated snow storage area. Please remember that landscaping is not to occur in the area designated for snow storage • Please submit details on the proposed water feature on the west side of the house. Renderings or photos of existing waterfalls will work to depict how the finished project is to look. Is there a water feature near the front entry of the home? If so please provide details or explain what the symbols are. Please submit a materials sample board. • Please provide a legible plan with the roof plan shown on top of the existing and proposed contours, with the top of ridge elevations labeled, so that maximum height can be determined. • Room 112 is labeled as crawlspace /storage. Please provide confirmation such as a cross - section that confirms it meets the requirements of the Town Code for crawlspace. Currently, I have included this room in my GRFA calculations. After review of the floor plans staff finds that all GRFA requirements are satisfied. • Please remember all access to crawlspaces are to be through openings measuring no more than 12 square feet in area. • On the landscaping plans the disturbance fence needs to be adjusted to be on your property along the west property line and include all retaining walls and tree plantings. Currently, there are retaining walls and landscaping proposed outside the limits of disturbance fence. Staff needs to verify that all retaining wall improvements will occur on 4 M RECYCLEDPAPER your property and not require underground disturbance onto neighboring properties such as soil nailing. The lighting plan shows a total of 28 lights which meet the light guidelines requirements. Please verify there will be no more additional light by doorways, etc. All exterior lighting sources will count towards the 28 total maximum. In your submittal letter you assumed that I had a stamped survey of the site currently in association with the driveway construction. The copies I have in my office are not stamped by an engineer as required by our application submittal requirements. I am almost sure you can get some copies from Ed Zniemer. Two copies should be submitted. Public Works Comments: Town of Vail Standards require that any new grading be returned to 2:1 grade. Max allowed is 1.5:1, and must be approved by the Design Review Board, and Town staff. Provide a stamped approved drawing from a licensed PE for retaining walls between 4 feet and 6 feet. Keep in mind the maximum height of any retaining wall is 6 feet. The Public Works comments are only general in nature at the time of the writing of this letter and typically apply to all projects. Due to the flooding in East Vail the review of projects has fallen behind as many in Public Works were assisting in trying to control the flood waters. In an effort to get you comments as quickly as possible this letter is being sent without specific comments from Public Works. As soon as I receive specific comments I will forward them on to you. Leonard Sandoval with the Public Works Department can be reached at 970 - 479 -2198 if you have any questions. Please review the Public Works comments provided in this letter for applicability to your project and address them appropriately. Fire Department Comments: This house is to be fire sprinkled per the requirements of the approval of the Eleni Zniemer Subdivision. In order to remain on the June 18, 2003 Design Review Board agenda please submit revised plans addressing these concerns and questions adequately no later than 1:00 p.m. on Monday June 16, 2003. If all plans meet the Town of Vail zoning requirements you will be schedule on the June 18` DRB agenda. Please review these comments and if you have any questions regarding this letter please contact me at 970- 479 -2148. With regards, Warren Campbell Planner II Cc: File Confirmation Report— Memory Send Page : 001 Date & Time: Jun -10 -03 03:46pm Line 1 9704792452 E -mail Machine ID TOWN OF VAIL COMMUNITY DEVELOPMENT Job number 255 Date Jun -10 03:45pm To $97481518 Number of pages 003 Start time Jun -10 03:45pm End time Jun -10 03:46pm Pages sent 003 Status OK Job number 255* SEND SUCCESSFUL — ) TOWN OF PAIL 75 Soutlz FrontaSe Road Vail, CO 81657 970- 4-79 -2 13 S FAX 970- 479 -2452 CO DLyELOPM�NT FAX TRAIVSNlITTAL SHEET COMPANY NA.ME- J ] FAX TELEPHONY NUMBER_ ` � g+ s � DATE- � "— to —p3 z-nvrE- `I - �� d# OF PAGES 1N DOCU1vLENT SNOT 7NCL'[TDING COVER SHEET) RESPONSE REQUIRED? SfiNTBY � w� .z C't�r� .r���� TOWN OF VAIL. COMMUNITY DIEV"ELOPNl7 -iNT FAX # �7o�a�9 -zasz TOWN OF 'NA COMMUNITY DEVELOPMENT TELEYRONE # 970- 479 -2138 SPECIAL COly11VLFNTB AND NOTES: p:g V L'AYONFi�F'Ot2MS�Fa.xS6� 0 0 COTTLE GRAYBEAL YAW architects Mr. Warren Campbell Town of Vail Department of Community Development 75 South Frontage Road Vail, CO 81657 Re: Brandt Residence Final Review Submittal Dear Warren: Please find attached our Final DRB Review Application and 3 copies of architectural and landscape drawings, as requested by the Town of Vail. The construction documents do not include a topographical survey, as I assume you have a more recent version including the survey information for the berm. The grading plan, L -1.0 shows current conditions and final grading within the Lot D -1 property line only. As exterior finishes and materials will be approved by the client in a meeting 5/28/03, I am not including actual samples, but I have included an exterior finish schedule for your records. I will submit an exterior finish color board at the end of this week, based on client approval. Regards, Ann C. Darby, AIA Cottle Graybeal Yaw Architects N:\active projects \03320- brandt \padmin\approvals \tov dre final 5- 27- 03.doc VA L: Post Office Box 6337 Avon, CO 81620 www.cgyarchitects.com tel 970.748.1516 fax 970.748.1518 email: vail @cgyarchitects.com ASPEN TELLURIDE VAIL rrr( COMMUNITY DEVELOPMENT ROUTING FORM Routed To: Leonard Sandoval, PW Mike McGee VFD Date Routed: 4/16/03 Routed By: Planner Warren Date Due: 6/9/03 Project Name: Brandt Residence Project #: Pro'03 -0170 Activity #: DRB03 -0181 Description of work: Construction of a new single-family house. Address: 1701 E Buffher Creek Road Legal: Lot: 5 Block: Subdivision: I Eleni Zneimer Subdivison Status: ❑ Approved ❑, Approved with conditions ❑ Denied Comments: 1, Date Reviewed: AI-4 ,4,4;1; -nnl rnwilMAI by FIrP nPngrtmP.nt_ u 1 IIG ✓G CAI UIIVI IL wv�avv. ��• �� - - -- a r w dt C Design Review Board ACTION FORM Department of Community Development T0 1,1i11 (1T"�JTj 75 South Frontage Road, Vail, Colorado 81657 VYIV O V 1L tel: 970.479.2139 fax: 970.479.2452 web: www.ci.vail.co.us Project Name: Brandt Residence Conceptual DRB Number: DRB030090 Project Description: New single family with EHU and attached 3 car garage Participants: OWNER Scott And Claudine Brandt 04/04/2003 Phone: 303 - 864 -9016 1200 N Lafayette St Denver, CO 80218 License: APPLICANT Cottle Graybeal Yaw Architec04 /04/2003 Phone: 748 -1516 x14 POB6337 Avon, CO Adarby @cgyarchitects.com 81620 License: Project Address: 1726 BUFFEHR CREEK RD VAIL Location: 1726 Buffehr Creek Road Legal Description: Lot: 5 Block: Subdivision: Eleni Zniemer Parcel Number: 210312200007 Comments: Conceptual Review BOARD /STAFF ACTION Action: CONCEPT Conditions: Cond:200 A conceptual review is NOT a Design Review Board approval. Planner: Warren Campbell 7 9:57am From- ' j . 'i 4 � / T 00 OF VAIL' Application for Design Review Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 tei:970.479.2139 fax: 970.479.2 web: www.ci_vaii.ca.us General Information: Ail projects requiring design r ments or he particular pproval that submitting building u requestedAn application a for t Design Review refer to the submittal require cannot be accepted until all' requir infy the Town Councildabd /ohethe Planni andeEnv:monmental Commission. project may also need to be re p ermit is issued and construction commences within Design review approval lapses unless a building one year of the approval. Description of the Request Location rII o f th ka P.I L j� Physical Address: �— Parcel No: Zoning: Subdivision: VA it a f �9u ( a „�JD . , _ (Contact Eagle Co. Assessor at 970- 328 -86 for parcel no.) 10.5 i221 - , 7Lc_ IV Name(s) of Owners) :" Mailing Address: (2 �. Phone: - Owner(s) Signa re(s): -� Name of Applicant: x u - - Q�,, -ay • lh( 1 9 ' mailing Address: q x Phone• E -mail Address: u� GaIM Fax. t7o Type of Review and Fee: $50 Pius $1.00 per square foot of total Sign area. C Signs No Fee 'Conceptual Review 0 For construction of a new building or demo/rebuild. ❑ New Construction, $05 p Addition $300 For an addition where square footage is added to any residential or commercial building (includes 250 additions & interior conversions). For Office Use On y: 1 gY Fee Paid: - Check l/ Di2B No.: Application Date: project No." Planner: a APR 4 '003 $250 For minor changes to window land sufences and [I Minor Alteration - family /commercial) reroofing, painting, additions 9. (multi retaining walls, etc - to buildings and site i such as, ❑ Minor Alteration $ For minor changes reroofing, paintin g , window additions, landscaping, fences and (single-family/duplex) retaining walls, etc. to already approved by Planning Staff or the ,:1 Changes to Approved Plans $20 Far revisions plans Design Review Board. CD Separation Request No Fee For Office Use On y: 1 gY Fee Paid: - Check l/ Di2B No.: Application Date: project No." Planner: a APR 4 '003 i 57 am 3`tr •t JOINT PROPERTY OWNER WRITTEN APPROVAL LETTER �VIVT aFT L�•- T0� -9 a joint owner of property located at (address /legal I, (print name) kr description) X which have provide this letter as written approval of the plans dated be Town of Vail Community Development Department for the proposed improvements en submitted to the p roposed improvements include: to be completed at the address noted above. I "understand thatfih � r a._a 1/AALG WI ��► �tN� `, ��KA GAty►�� � further understand that minor modifications may be made to the plans over the course of the review nrPSS to ensure complian�e.with the Town's applicable codes and regulations. (signature) X > 0 {Date) Page 2 of 12/02/01/C i COMMUNITY DEVELOPMENT ROUTING FORM Routed To: Leonard Sandoval, PW Mike McGee VFD Date Routed: 4/16/03 Routed B Planner Warren Date Due: 4/14/03 ProjeZ#:DRLB03-0090 ndt Residence Proje070 Activ Description of work: Construction of a new single-family house. Address: 1701 E Buffher Creek Road Legal: Lot: 1 5 1 Block: I Subdivision: I :-leni Zneimer Subdivison Status: ❑ Approved ❑ Approved with conditions ❑ Denied Comments: Date Reviewed: 4 -25 -03 F rl: KIcorl nArJi+innni raviPW by Firs- npnartment. Keep in mind that until the access road and retaining walls are built to lot 5. There may be some plan changes that will require further review before approval is granted. Approval to allow landscaping and patio within utility easement is required from all Utility companies. PW would recommend installation of a 4 ft concrete pan at the edge of driveway to prevent surface drainage to flow towards driveway/ ara e. Show on site plan. Show limits of disturbance fence and provide some form of erosion control on South side of lot. Show snow storage area. Show all new additional boulder or retaining wall on site plan. Provide Landscaping Plan Show on site plan — the children play area and show top and bottom elevation of stone site wall. Show grade elevation of garage slab on site plan. No new grading is proposed. Keep in mind, all disturbed grading is required to return to a 2:1 slope. Show any proposed new grading on site plan. Is .r Hi5� LA— �v�,l o pne A - V I A I A TOWN OF PAIL Department of Community Development 75 South Frontage Road Vail, Colorado 81657 970 - 479 -2138 FAX 970 - 479 -2452 October 7, 1999 Edward J. Zneimer, President The Zneimer Company P.O. Box 305 Minturn, CO 81645 Re: Parcel #2103 - 122 -00 -007 / Tract A, Lion's Ridge Filing 2 Dear Ed: At their October 6 meeting, the Town's Design Review Board (DRB) conceptually reviewed the above - referenced application. Following is a synopsis of the DRB's comments and direction from the initial site plan review: "The landscaping along the retaining walls would function better on the downhill side of each wall." "When the individual houses are developed, we suggest the use of a wall from each structure to help retain the slope." It was agreed that the retaining walls would be constructed with a sandstone T -block material (similar to the existing walls along Potato Patch Drive). Additionally, an area showing "the approximate location of vegetation to phased in at a later date, subject to design review" would be shown on the plan between envelopes 5 & 6 and Buffehr Creek Road prior to final approval. Following are revisions requested by the Town's Public Works Department prior to final site plan approval: ■ Please show all proposed grading and drainage on the final site plan. The area adjacent to the driveway /road intersection is of particular concern. Please show the required 5' distance between retaining walls and the access drive on the plan. A culvert and 4' concrete pan will be required where the access drive meets Buffehr Creek Road. Please show these on your plan. % RECYCLEDPAPER Mike McGee (TOV Fire Marshall) informed me that a turnaround will be required somewhere along the access drive for emergency vehicles. Although Mike is aware of your plans to equip each residence with fire sprinklers, he insists a turnaround is still necessary for medical emergencies. You can reach Mike at 479 -2135 to discuss this issue in detail. If you would like to discuss any of these items in greater detail, please do not hesitate to contact me at 479 -2140. Sincerely, Brent Wilson Planner II P ` kor O�NveIOP S �l o ��cs�► � p� TO: Planning and Environmental Commission FROM: Department of Community Development DATE: October 22, 1990 SUBJECT: A request for approval of a major change to the existing development approval for the Valley, Phase VI. Applicant: Edward Zneimer I. INTRODUCTION The Planning and Environmental Commission (PEC) reviewed the development proposal for The Valley, Phase VI in a work session on September 10, 1990. From that meeting, it was apparent that the reduction in dwelling units (from 42 to 26) and the reduction in GRFA (from 77,150 to 65,900 sq. ft.) made the project much better than the previous approval. The PEC did have significant concerns, including preservation of the meadow and the impact of the retaining walls. Those items, among others, are discussed below. Staff wanted to point out that this review process is unique from most projects which the PEC reviews. The review is a requirement of the annexation ordinance, which did not include any specific criteria or standards which the project must meet. Because this is not a Special Development District (SDD), the only evaluation criteria to be used is to compare the existing, approved plan to the proposed one. The ordinance has been attached to this memo as Exhibit A. The two major changes since the work session are that the applicant reconfigured the road plan so that there is a single intersection on Buffehr Creek Road and the applicant proposed to delete all secondary units from the development. Staff encouraged the applicant to maintain the option for caretaker units in the development with the intent of creating some employee housing. At this time, the applicant will consider allowing the units as long as the GRFA for the caretaker is not deducted from the available GRFA for each envelope presented at the work session. By allowing 800 square feet of GRFA to be used strictly for a caretaker unit, the total GRFA for the project becomes 65,900 square feet, still 11,255 square feet less than the existing approval. Additional GRFA may be added to the caretaker from the amount allocated to the primary dwelling unit if it is not used for the primary unit; however, no caretaker unit shall exceed 1200 square feet. With this approval, no caretaker units will be 1 required and none may be built. The reason the Town is not requiring the applicant to build a certain number of these i is because the applicant is not requesting an SDD, variance, another review which the Town could condition the approval v requirement to build units. II. BACKGROUND This review is a request for approval of a modification to t existing development plan for Phase VI of The Valley. The original plan was approved as a PUD by Eagle County in the fall of 1980. That plan included 42 townhouses with a total GRFA of 77,150 sq. ft. The plan called for three clusters of units with a group of recreation amenities (tennis courts, swimming pool, trails, etc.). When the property was annexed by the Town of Vail, a provision of the annexation ordinance required that any major modification to the County approved plan would require PEC approval. In that same ordinance, Residential Cluster (RC) zoning was applied to this property. Under the annexation ordinance, all standards not addressed by the Eagle County approved plan must meet RC zoning requirements. In 1981, a developer proposed a revised site plan which the PEC approved. The amended plan maintained all 42 dwelling units as well as the GRFA approved by the County and the scheme of attached, clustered townhouses. Though that plan was never built, it is still valid and could be built today after the applicant received updated Design Review Board (DRB) approvals. Both the 1980 and 1981 plans are attached at the end of this memo as Exhibits B and C so the board can compare the 1981 plan, which is buildable, to the proposed one. III. PROJECT DESCRIPTION At this time, the applicant is proposing 13 detached single family homes, each which may have a secondary unit. This creates a total of 26 units. The caretaker units will be deed restricted so that they cannot be sold separately from the primary residences. In addition, they must meet all the requirements for an employee unit listed in the Primary /Secondary section of the Zoning Code (Section 18.13.080 (B)). Of the 13 buildings, six will be located north of Buffehr Creek Road on the south facing slope; and seven will be located across Buffehr Creek Road in the meadow at the base of the forested slope (see attached site plan) . The development has been divided into three phases. The first two phases are the east and west clusters (respectively) on the south side of Buffehr Creek Road. The third and last will be the six homes on the north side of the road. The structures in phase E F-J one (Lots 11 -13) will each have approximately 3500 square feet of gross residential floor area (GRFA). Each house in phase two (Lots 7 -10) and phase three (Lots 1 -6) will have approximately 4500 square feet of GRFA. This results in a total GRFA of 55,500 square feet. In addition to this amount, 10,400 square feet of GRFA (800 x 13) may be used for caretaker units. Combining the GRFA from the primary units with any caretaker units results in a possible total of 65,900 square feet. The developer is proposing a Tyrolean style of architecture, but has the option to vary that in the future. No subdivision plat is proposed at this time as the PEC approval is only for the revisions in the development plan - -a requirement of annexation. The owner would most likely proceed with a single family subdivision following development plan approval. IV. ZONING ANALYSIS The analysis compares the proposal to the most recent PEC approval and the RC Zone District. The RC standards apply for other development standards per the annexation ordinance. 1981 PEC Approval Current Proposal Site Area: 21.45 acres 21.45 acres height: typical unit 32 ft. 33 ft. maximum GRFA: 77,150 sq. ft. DUs: 42 Density: 2 DUs /acre *Includes 13 caretaker units 55,500 sq. ft. 65,900 sq. ft.* 26* 1.2 DUs /acre* V. STAFF COMMENTS AND ANALYSIS A. Si te Plan• RC Zoning 21.45 acres 33 ft. maximum 59,895 sq. ft. 29.9 6 DUs /acre maximum 1. The proposed site plan is a major improvement to the previously approved plan as the impacts have been significantly reduced. The biggest difference is the change in the number of dwelling units and decrease of GRFA. This plan has 16 fewer units than the previous plan. The development will appear less dense and will 3 'NC. have fewer impacts since the design has been changed from attached dwelling units to single family homes. The land previously devoted for guest parking, tennis courts, and a swimming pool for the condominium complex will now be left in its natural state. Lastly, the current proposal has 21650 sq. ft. less GRFA than the previous plan. 1. Building envelopes: The proposal uses building envelopes to identify the location of each house. The envelopes are not proposed to be platted. There will be approximately 40 to 80 feet between each building envelope. Since the PEC work session, the applicant has enlarged the envelopes to approximately 50 by g0 and has decided that each envelope will be adequate for all of the future construction without developing standards for encroachments into the open space. All roof eaves, porches, decks, etc. will be contained within the building envelope. Though the envelopes have been designed to accommodate all of the future construction, the applicant would like to set up d process which will allow changes, if needed. The applicant has proposed the following language which will allow some flexibility for the siting of the houses. The criteria listed below will be used by the DRB to approve any modifications to the envelopes. "Building envelopes indicated upon the approved site plan may be modified with approval of the DRB based upon detailed review of an individual architectural and site plan for an individual dwelling unit. The DRB shall find that the modification to any building envelope does not substantially result in any negative impacts upon the site, adjoining property, or have any adverse impact upon required geologic hazard considerations. If an association of home owners within the project is formed, any modification of a building envelope shall also conform to the rules and regulations adopted by t he association. Any modification shall not exceed 15 feet and in no case shall any structure be built in the 20 foot setbacks shown on the app development plan." 4 2. 3. Open space: The applicant has committed to preserving all the areas outside the building envelopes as open space. The area between the private roads and Buffehr Creek Road will be further restricted with this approval so that no fences or domestic -style landscaping will be allowed. The areas will be preserved in the natural state that exists today. The developer will be responsible for maintaining this area until the development is subdivided and, through that process, a home owners association or other body is created to take over the responsibility. The spaces immediately around the building envelopes may be "improved" with sod lawns and fences, but no structures. Trails• The hiking /mountain bike trail, located on the northwest portion of the site, runs through building envelopes 1 and 5. It goes from Buffehr Creek Road north to Red and White Mountain. The Forest Service agrees that the current alignment has not been established long enough to be recognized legally and will take responsibility to relocate it along the creek. The new alignment will be on public land. The Forest Service plans to do the construction in the summer of 1991, which is prior to the time which the applicant plans to construct this phase of the development. B. Comparison to Elk Meadows The PEC commented that this project should be designed more along the lines of Elk Meadows, the SDD adjacent to the site to the east. Staff believes there are several reasons why the two sites are different and deserve different solutions. 1- -There is a dedicated utility easement that runs through the valley, located approximately parallel to Buf-fehr Creek Road. The area between the road and this utility easement varies. In Phase VI, Buffehr Creek Road winds in and out, leaving only one building envelope between the road and the easement. In Elk Meadows, the road cuts to the north, leaving adequate room for four of the five buildings. v 5 ti,.- 1820.1 C. 2 - -The slope from the road to the meadow is much steeper in Elk Meadows. The approved design works much better on a steep slope because the houses can be tucked into the slope. Even if the Elk Meadows style of site planning could be done for Phase VI, the end result may not be an improvement because the houses would stick up higher and be more visible. 3 - -The rock fall hazard is more severe on the Elk Meadows site requiring more mitigation. By placing the houses in the slope, internal mitigation was all that was needed. 4 -- Through the SDD process, the Elk Meadows site plan was approved with a three foot setback from Buffehr Creek Road right -of -way. By allowing the setback encroachment, enough room for the construction was created. 5 - -By placing the homes on the far side of the meadow, the meadow that is preserved will be visible to the public. The conditions of approval for this request require that it be preserved in a natural state. Roads Walls and Drainage The road configuration has been revised since the work session so that both access roads intersect Buffehr Creek Road at the same location. The roads will be private roads. The slopes range from 7.0 percent to 8.6 percent, with the driveway to lot 4 at 10 percent. The Town's subdivision regulations allow private roads to reach 9.0 percent slope without requiring a variance. The driveway to lot four will require an approval from the Town Engineer (with a possible heating requirement), but does not require a variance. The walls needed for the upper road do not exceed 6 feet in height. A five foot high cut wall is proposed from the intersection approximately Half the distance up the access road. From that point, a five foot high fill wall will be installed for the rest of the distance. Near the end of the road, in addition to the fill wall, another six foot high cut wall will be needed. See plans and sections attached to this memo. The walls will be constructed with interlocking precast concrete blocks, similar to those approved for Spraddle Creek. Texture, shape, and color will be determined by the DRB. Landscaping will be required to soften the appearance of the walls. The planting plan should �I 4 s f �rM include frequent groupings that breakup the mass. DRB the planting plan. above and below the walls will give final approval to on the lower portion of the development, no walls will be needed. Fill will be added to the meadow, ranging from two feet at the east end to eight feet at the west end. The applicants originally proposed a typical road section of 18 feet with two 2 foot wide shoulders or gutters. In order to proceed with this development approval, the applicants have expanded the section to 22 feet with 2 foot gutters or shoulders. Planning staff generally supports less asphalt. If Fire Department and Public Works concerns can be addressed, the applicant may apply for a variance to the subdivision standards for a reduced road width. In that case, staff will bring the variance request to the PEC for their review at a later date. Drainage will be accommodated with curb the upper road. Swales will handle the lower road. one drainage easement will convey the drainage off site to Buffehr detention pond will be built, since it recommended in the drainage study. and gutter for drainage on the be required to Creek. No was not Staff believes that the proposed infrastructure is reasonable. The walls do not require variances since no portion of the walls will exceed six feet in height. Staff supports the road grades and widths, since they meet the code requirements. D. Hazards The only hazard shown on the Town maps is high severity rock fall. A final report by Arthur Mears states that the houses below Buffehr Creek Road will be adequately protected with the new road and drainage swales which will be constructed for phase one. The preliminary rock fall study used for the work session indicated that a berm would be required in the meadow to protect the lower houses. This is no longer the case. Mears recommended an optional berm, but also said the swale for the road would be adequate protection. There are only two houses above Buffehr Creek Road which need mitigation (building envelopes 3 and 4). The Mears report states that these structures can be protected with a six foot high rock fall fence or by 7 Ahb- internal mitigation within the north facing walls. Staff believes that the internal mitigation will preserve the natural character of The Valley much better than a fence located on the slope above the homes. The applicant has pointed out that the drawing from the Mears report showing the internal mitigation precludes north facing windows for the first two and possibly the third floors (See exhibit D). One possible solution is to zig zag the floor plans, installing east and west facing windows which will allow light into the rooms on the north side of the two houses. Staff believes that this architectural constraint is reasonable, given the alternative of an unsightly, 330 foot long fence. E. Density The proposed density, assuming every secondary unit would be built, is approximately two thirds of the previous approval and less than what RC zoning would allow. The GRFA will be approximately two thirds of the previous approval (a change from 77,150 sq. ft. to 65,900 sq. ft.) and is also under the RC maximum. Staff's opinion is that the proposal is clearly a reduction in impacts from the previous approval and is a much better solution for the development of the site. F. Architectural guidelines The applicant plans to build Tyrolean style homes, but would like to leave the architectural decisions to the DRB and does not intend to draw up any guidelines at this time. The Town typically requires specific plans, like architectural guidelines, in SDD reviews. But since this review is a fulfillment of an annexation requirement and is not an SDD, staff can support the position of the applicant. G. Phasing plans Staff believes that the longer portions of this site remain as meadow, the better. To achieve that goal, staff recommends that one phase be completed before another is begun. The improvements that will be constructed in each phase include the houses, drainage facilities, roads, utilities, and landscaping. These improvements must be completed in each phase prior to construction starting in another phase. The improvements must be built from Buffehr Creek Road to any unit under construction prior to the issuance of any Certificate of Occupancy or Temporary Certificate of Occupancy. If occupancy is requested prior to the installation of any improvements, the applicant must escrow 125% of the construction costs prior to the Town issuing a T.C.O. The applicant may adhere to the plan described above for phasing and financial guarantees or may, through a subdivision process, choose to comply with the stricter regulations on financial guarantees. At a minimum, the requirements of this approval must be followed. H. Fire Department concerns Fire department concerns include the turn around area in the cul -de -sacs and the access to lot 4. The turn around areas appear to be adequate, but as a condition of approval, the Fire Department will need to see engineering drawings of the cul -de -sacs showing that each meet the minimum turning distances. The concerns regarding lot 4 are that the driveway is too steep for a fire truck to climb, resulting in excessive distance from the fire truck location to all points on the perimeter of the building. The applicant has options, including sprinkling the building, to meet the fire code. Ensuring adequate fire protection for lot four will be another condition of approval. VI. CONCLUSION Staff supports the development plan because it results in less density and a better site plan than the 1981 approval. Though there will be a significant loss of meadow from what exists today, staff believes that there will be more meadow when this development is built out than what would have been left with the previous approval. Therefore, planning staff recommends approval of this development plan with the following conditions: (Bold type is changes made by PEC at meeting) 1) Prior to the Town approving any building permits for this development, the applicant shall provide to the Fire Department: a -- engineering drawings showing adequate turning distances for each of the cul -de -sacs, and b -- a mitigation plan for lot 4, which may include sprinkling, which meets the Fire Department requirements. 0 z � •� a t 2) 4W Except for the area within building envelopes 5 and 6, the applicant shall restrict the open spaces between the access roads and Buffehr Creek Road so that no structures (including fences, sheds, or accessory buildings) shall be built in this area. In addition, no landscaping shall be planted in the area that is inconsistent with the existing native landscaping. 3) The applicant shall design all driveways so that the simplest, most direct means of access to the site is provided. Driveways that wind up the hillside to gain elevation shall not be approved. 4) Prior to the issuance of building permits, the applicant shall dedicate a drainage easement, final drainage report, and final road engineering to the Town of Vail which meets the standards of the Public Works department. 5) Prior to issuance of certificate of occupancies or temporary certificate of occupancies for building envelopes 1 through 6, the applicant shall install the proposed landscaping to mitigate the appearance of the walls. In addition, the applicant must provide a financial guarantee to the Town for the period of two winters to be used for landscape replacement. 6) Prior to issuance of building permits for building envelopes 3 or 4, the applicant shall submit plans showing that the proposed building meets the internal mitigation requirements of the Mear's report dated September, 1990. 7) The applicant has the option of including a caretaker unit within each structure using an additional 800 sq. ft. of GRFA to the amount allocated to each building envelope for the caretaker unit. The units must comply with Section 18.13.080 (B). Up to 400 square feet of unused GRFA from the primary unit may be transferred to the caretaker unit, however, no caretaker unit shall exceed 1200 sq. ft. 8) The applicant shall design all retaining walls located in the front yard setback with terracing so that none exceed three feet in height. 9) Prior to the issuance of a certificate of occupancy or a temporary certificate of occupancy, the applicant shall construct all improvements from Buffer Creek Road to the unit under construction. If occupancy is requested prior to the installation of any improvements, the applicant must escrow 125% of the construction cost prior to the Town issuing a C.O. or T.C.O. Improvements in this case shall include landscaping, wall construction, roads, drainage, and utilities. 10 --�W �_Voe 10) Prior to the issuance of any building permits for this development, the applicant shall provide a letter from the Forest Service guaranteeing the reconstruction of the trail that crosses this property. 11) Prior to the issuance of C.O.'s or T.C.O.'s for building envelopes 5 and 6, the applicant shall plant a densely vegetated slope of landscaping between those construction sites and Buffer Creek Road. This landscaping shall extend from the construction area all the way east to the intersection. 12) The applicant has the option to reduce the length of the upper road and locate the cul de sac further to the east. 11 F N OF VAIL . FRONTAGE ROAD L, CO 81657 ')70- 479 -2138 1 A - DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PROJECT TITLE: NEW (SFR,P /S,DUP) PERMIT Permit #: B03 -0209 Job Address: 1701 BUFFEHR CREEK RD VAIL Status ...: ISSUED Location.....: 1701 Bueffer Creek Rd Applied .. : Parcel No...: 210312215005 Issued . .: 09/22/2003 Project No -" 9—To 3 _U ( Expires. .: 03/20/2004 OWNER Brandt Scott A. & Claudine 508/07/2003 Phone: 1200 Lafayette St Denver Co 80218 License: CONTRACTOR INTEGRATED RESOURCES LLC 08/07/2003 Phone: 970 - 827 -5634 PO BOX 639 MINTURN CO 81645 License: 197 -A APPLICANT INTEGRATED RESOURCES LLC PO BOX 639 MINTURN CO 81645 License: 197 -A Desciption: New Single Family Rsidence with EHU Occupancy Type Totals... Number of Dwelling Units: 2 08/07/2003 Phone: 970 - 827 -5634 Factor Sq Feet Valuation 4,437 $2,236,460.00* Town of Vail Adjusted Valuation: 2,236,460.00 Fireplace Information: Restricted: y # of Gas Appliances: 0 # of Gas Logs: 2 # of Wood Pallet: 0 FEE SUMMARY ############################ # # # # # # # # # # # # # * # * # # # # # # # # # # # # # #* Building ------ > $10,123.80 Restuarant Plan Review - -> $0.00 Total Calculated Fees - - - - -> $18,038.37 Plan Check - - -> $6,580.47 DRB Fee ------------------- > $0.00 Additional Fees------ - - - - -> $0.00 Investigation -> $0.00 Recreation Fee------ - - - - -> $1,331.10 Total Permit Fee ------- - - -> $18,038.37 Will Call - - - - -> $3.00 Clean -up Deposit ---- -- $0.00 Payments------ - - -- -> $18,038.37 TOTAL FEES--- - - ---> $18,038.37 BALANCE DUE --------- > $0.00 ################################################################################################################## # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## i�pprovals: =:tem: 05100 BUILDING DEPARTMENT 09/12/2003 9cd Action: AP Item: 05400 PLANNING DEPARTMENT 09/05/2003 Warren Action: AP =Ctem: 05600 FIRE DEPARTMENT - Stem: 05500 PUBLIC WORKS 09/12/2003 is Action: AP Item: 05550 ENGINEERING See page 2 of this Document for any conditions that may apply to this permit. PAGE 2 CONDITIONS OF APPROVAL Permit #: B03 -0209 as of 09 -22 -2003 Status: ISSUED Permit Type: NEW (SFR,P /S,DUP) PERMIT Applied: Applicant: INTEGRATED RESOURCES LLC Issued: 09/22/2003 Job Address: 1701 BUFFEHR CREEK RD VAIL Location: 1701 Bueffer Creek Rd Parcel No: 210312215005 CONDITIONS Cond: 33 (PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 11 (PLAN): NO CRAWL SPACES SHALL HAVE A HEAD HEIGHT GREATER THAN 5 FEET AS MEASURED FROM THE SURFACE OF THE EARTH TO THE UNDERSIDE OF THE STRUCTURAL FLOOR MEMBERS OF THE FLOOR/CEILING ASSEMBLY ABOVE. Cond: 2 (PLAN): Maximum retaining wall height shall not exceed 3 feet in the front setback or 6 feet elsewhere on the property. DRB approval is required for all walls. Cond: 5 (PLAN): PRIOR TO THE TOWN BUILDING DEPARTMENT CONDUCTING A FRAMING INSPECTION, AN IMPROVEMENT LOCATION CERTIFICATE (ILC) SHALL BE SUBMITTED TO THE DEPARTMENT OF COMMUNITY DEVELOPMENT A MINIMUM OF FORTY -EIGHT HOURS IN ADVANCE OF THE REQUESTED INSPECTION. ROOF RIDGES AND BUILDING FOOTPRINT SHALL BE INDICATED ON THE ILC. 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 OR TELEPHONE AT 479 -2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. FOR OMSELF AND OWNEF 4 w TOWN OF VAIL, COLORADO Statement Statement Number: R030004735 Amount: $18,038.3709/22 /200311:54 AM Payment Method: Check Init: DDG Notation: Integrated Resources, JV,LLC 1112 ----------------------------------------------------------------------------- Permit No: B03 -0209 Type: NEW (SFR,P /S,DUP) PERMIT Parcel No: 210312215005 Site Address: 1701 BUFFEHR CREEK RD VAIL Location: 1701 Bueffer Creek Rd Total Fees: $18,038.37 This Payment: $18,038.37 Total ALL Pmts: $18,038.37 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts - - - - -- -------------- - - - - -- BP 00100003111100 ------------------------ BUILDING PERMIT FEES - - - - -- ------ 10.123.80 PF 00100003112300 PLAN CHECK FEES 6,580.47 RF 11100003112700 RECREATION FEES 1.331.10 WC 00100003112800 ----------------------------------------------------------------------- WILL CALL INSPECTION FEE 3.00 - - - - -- I APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSI Project #: �n — ot7o Building Fllermit #: 970 -479 -2149 (Inspection �a�� TOWN OFYAIL TOWN OF VAIL BUILDING PERMIT APPLICATION 7 �_ - 03 - Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 CONTRACT INFORMATION General Contractor: Town of Vail Reg. No.: Contact and Phone #'s: 7 -'YA: Email address: Ile, Contractor Signature: rnMPI FTF VAI I 1ATIONS Fn RHILD PERMIT (Labor & Materials) BUILDING: $ ELECTRICAL: $ OTHER: $ /qI7 PLUMBING: $ ���; i��G' MECHANICAL: $ TOTAL: $ ��J_) c,,. o,,-^i 41 Fnn/n ('nnnfv dccACCnrc Office at 970 -328 -8640 or visit www.eacile- cout7ty.com Parcel # jj o�LV� ✓— Job Address; Legal Descriptio Block Filing: Subdivision: � z/f _,�_ Owners Name: Address: `jam ����EE�,7n Phone:�e_ �ln� Arr,hitect/Designer: YX Address: �dti C/"U Phone: Engineer Address:,� Phone:�y� Detailed description of work: Work Class: New Y) Addition ( ) Remodel( ) Repair( ) Demo ( ) Other ( ) Work Type: Interior ( ) Exterior( ) Both Does an EHU exist at this location: Yes No( ) Type of Bldg.: Single family PC) Two - family ( ) Multi family ( ) Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: 7 No=Accommodation Units in this building: 1> No /T e of Fire laces Existing: Gas Appliances Gas Los Wood /Pellet Wood Burning No /T pe of Fire laces 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 ( ) *** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** *FOR OFFICE USE Other Fees: Type of Construction: Accepted By: DRB Fees: occupancy Group: Planner Sign -off: Public Way Permit Fee: Date Received: \ \Vail\ data \cdev \FORMS \PERMITS \BLDGPER M.DOC 07/26/2002 I Questions? Call the Building Team at 479 -2325 Building Permit Submittal Check list T0IiAl OF VAIL Department of Community Development Project Name: ;91 �/1/,>7 / — ��F�llz 6 c l- e-_ �_ Project Address: / 7Q / PGI, efK�i�l� �1�,. ) ells ✓ This Check list must be comvleted before a Building Permit application is accepted, 18 "" All pages of application is complete 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 g' Complete site plan submitted ❑ Public Way Permit application included if applicable (refer to Public Works checklist) 12 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 ,a" Architect stamp and signature (All Commercial and Multi family) a" "Full floor plans including building sections and elevations(5 sets of plans for Multi - Family and Commercial Buildings) Et' I'll Window and door schedule Full structural plans, including design criteria (i.e.loads) ta'"" Engineer stamp and signature on structural plans (All Commercial and Multi Family) � Report must be submitted prior to footing inspection Er" resistive assemblies specified and penetrations indicated Smoke detectors shown on plans I- Types and quantity of fireplaces shown Applicant's Signature: Date of submittal: 7 Received By: \ \\ ail\ data \cdev\FORMS \PERMITS \BLDGPER M.DOC 04102/2003 fL J M y i ! E 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: �q �We,/ Print name,�,a_�� Signature ( Q� Project Name: Date: d 1 0 3 F: everyone /forms /bldperm3 TOWN OF VAIL El 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. above. D to igned TOWN OF VAI, 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. ❑ 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. ❑ Notice 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) ❑ Whenever 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) 1 have read and will comply with the abi Position or Relations ip to roject: Date Signed: F:/everyone /fours /bld erm7 w TOWN OF VAIL 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. ❑ The 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. ❑ Also, 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. Agreed to by: Project Name: If Date Signed: F: /everyone /forms /bldperm6 Prin 0 TOWN OF VAIL Project Name: Brandt Residence Project Description: Participants: New single family with EHU and 3 -car garage DRB Number: DRB030181 OWNER Scott & Claudine Brandt 05/28/2003 Phone: 303 - 864 -9016 1200 N Lafayette St Denver, CO 80218 License: APPLICANT Cottle Graybeal Yaw Architec05 /28/2003 Phone: 748 -1516 Ann Darby POB 6337 Avon, CO 81620 License: Project Address: 1722 BUFFEHR CREEK RD VAIL Location: 1722 Buffehr Creek Road Legal Description: Lot: 5 Block: Subdivision: Eleni Zneimer Parcel Number: 210312210006 Comments: See Conditions Motion By: Margaret Rogers Second By: David Viele Vote: 4 -0 Conditions: Action: APPROVED Date of Approval: 06/18/2003 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: CON0005956 The applicant shall make revisions to the plans which show combination retaining walls with a minimum four foot seperation between walls as required by Town Code. Cond: CON0005957 The applicant shall submit engineer stamped drawings for all retaining walls over four feet in height with the building permit application. Cond: CON0005958 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 BOARD /STAFF ACTION The applicant snall obtain proper approval to locate landscaping improvements in the designated utility easement at the time of building permit submittal. Cond: C0N0005959 The applicant shall file the appropriate papaer work to establish a deed restricted EHU on the property when submitting for a building permit. Cond: CON0005960 The applicant or a representative shall file a revised plat which depicts the revised platted building envelope which must be reviewed by staff and recorded prior to the issuance of a Temporary Certificate of Occupancy. Cond: CON0005961 That the amended building envelope is approved for this design only and will revert back to the previous 60'X90' platted envelope in the event this project is not constructed or there is a design change. Planner: Warren Campbell DRB Fee Paid: $650.00 r TOWN 0FVAIL Project Name: Brandt Residence Project Description: Participants: New single family with EHU and 3 -car garage DRB Number: DRB030181 OWNER Scott & Claudine Brandt 05/28/2003 Phone: 303 - 864 -9016 1200 N Lafayette St Denver, CO 80218 License: APPLICANT Cottle Graybeal Yaw Architec05 /28/2003 Phone: 748 -1516 Ann Darby POB 6337 Avon, CO 81620 License: Project Address: 1722 BUFFEHR CREEK RD VAIL Location: 1722 Buffehr Creek Road Legal Description: Lot: 5 Block: Subdivision: Eleni Zneimer Parcel Number: 210312210006 Comments: See Conditions Motion By: Margaret Rogers Second By: David Viele Vote: 4 -0 Conditions: Action: APPROVED Date of Approval: 06/18/2003 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: CON0005956 The applicant shall make revisions to the plans which show combination retaining walls with a minimum four foot seperation between walls as required by Town Code, Cond: CON0005957 The applicant shall submit engineer stamped drawings for all retaining walls over four feet in height with the building permit application. Cond: CON0005958 11 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 BOARD /STAFF ACTION The applicant snall obtain proper approval to locate landscaping improvements in the designated utility easement at the time of building permit submittal. Cond: C0N0005959 The applicant shall file the appropriate papaer work to establish a deed restricted EHU on the property when submitting for a building permit. Cond: CON0005960 The applicant or a representative shall file a revised plat which depicts the revised platted building envelope which must be reviewed by staff and recorded prior to the issuance of a Temporary Certificate of Occupancy. Cond: CON0005961 That the amended building envelope is approved for this design only and will revert back to the previous 60'X90' platted envelope in the event this project is not constructed or there is a design change. Planner: Warren Campbell DRB Fee Paid: $650.00 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 PROJECT TITLE: NEW (SFR,P /S,DUP) PERMIT Permit #: B03 -0209 Job Address: 1701 BUFFEHR CREEK RD VAIL Status ...: ISSUED Location.....: 1701 Bueffer Creek Rd Applied .. Parcel No...: 210312215005 Issued. .: 09/22/2003 Project No 3 _ () L Expires . .: 09/08/2004 OWNER Brandt Scott A. & Claudine S08/07/2003 Phone: 1200 Lafayette St Denver Co 80218 License: APPLICANT INTEGRATED RESOURCES LLC 08/07/2003 Phone: 970 -827 -5634 PO BOX 639 MINTURN CO 81645 License: 197 -A CONTRACTOR George Shaeffer Construction03 /22/2004 Phone: License: Desciption: New Single Family Rsidence with EHU Occupancy Type Factor Sq Feet Valuation Totals... 4,437 $2,236,460.00* Number of Dwelling Units: 2 Town of Vail Adjusted Valuation: 2,236,460.00 Fireplace Information: Restricted: y # of Gas Appliances: 0 # of Gas Logs: 2 # of Wood Pallet: 0 ###################################### # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## FEE SUMMARY ########*#################### # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## Building ------ > $10,123.80 Restuarant Plan Review - -> $0.00 Total Calculated Fees - - - - -> $18,038.37 Plan Check - - -> DRB Fee-------------- - - - - -> $0.00 Additional Fees ------------ > $0.00 Investigation -> $0.00 Recreation Fee ------------ > $1,331.10 Total Permit Fee------ - - - - -> $18,038.37 Will Call - - - - -> $3.00 Clean-up p eposit---- - -- --> $ 0.00 Payments-- ------------ - - - - -> $18,038.37 TOTAL FEES ------------- > $18,038.37 BALANCE DUE --------- > $0.00 ################################################################################################################## # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## Approvals: Item: 05100 BUILDING DEPARTMENT 09/12/2003 gcd Action: AP Item: 05400 PLANNING DEPARTMENT 09/05/2003 Warren Action: AP 09/22/2004 Warren Action: AP Approved retaining wall revisions on south Item: 05600 FIRE DEPARTMENT Item: 05500 PUBLIC WORKS 09/12/2003 is Action: AP Item: 05550 ENGINEERING 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 AOLNCE BY 0 AT O 1R QFX4C FROM 8:00 AM - 4 PM. SIGNATURE OF OWNER OR)CONTRACTOI -FBR HIMSELF AND OWNER 0 . PAGE 2 CONDITIONS OF APPROVAL Permit #: B03 -0209 as of 10 -28 -2004 Status: ISSUED Permit Type: NEW (SFR,P /S,DUP) PERMIT Applied: Applicant: INTEGRATED RESOURCES LLC Issued: 09/22/2003 Job Address: 1701 BUFFEHR CREEK RD VAIL Location: 1701 Bueffer Creek Rd Parcel No: 210312215005 CONDITIONS Cond: 33 (PLAN) THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 11 (PLAN): NO CRAWL SPACES SHALL HAVE A HEAD HEIGHT GREATER THAN 5 FEET AS MEASURED FROM THE SURFACE OF THE EARTH TO THE UNDERSIDE OF THE STRUCTURAL FLOOR MEMBERS OF THE FLOOR/CEILING ASSEMBLY ABOVE. Cond: 2 (PLAN): Maximum retaining wall height shall not exceed 3 feet in the front setback or 6 feet elsewhere on the property. DRB approval is required for all walls. Cond: 5 (PLAN): PRIOR TO THE TOWN BUILDING DEPARTMENT CONDUCTING A FRAMING INSPECTION, AN IMPROVEMENT LOCATION CERTIFICATE (ILC) SHALL BE SUBMITTED TO THE DEPARTMENT OF COMMUNITY DEVELOPMENT A MINIMUM OF FORTY -EIGHT HOURS IN ADVANCE OF THE REQUESTED INSPECTION. ROOF RIDGES AND BUILDING FOOTPRINT SHALL BE INDICATED ON THE ILC. � APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED Building Permit #: C)3— D2 cX1 970- 479 - 2149 (Inspections) OF VA4 IL J 75 S. Frontag e Rd. REVISION TO TOWN OF VAIL BUILDING PERMIT_ Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontag Vail, Colorado 81657 CONTRACTOR INFORMATION I General Contractor: II Town of Vail Reg. No -: Contact and Zhon74's: J29 - B � 045 S toStd I ATTENTION: JR, CHARLIE, GREG, DOTS 11 Contractor Signature: COMPLETE REVISIONS FVAI I IATInAIC Gno 01 111 nIKlf% 17Cr'1KM1 - r 11 _ .. REVISED AMOUNT: $ R �SIDNI ELECTRICAL: $ I 1.1GtG11Q1J OTHER: $ I PLUMBING: $ I MECHANICAL: $ I REVISE TOTAL: $ II For Parcel # Contact F ana'a rn,1.,fi„ a r,u:... • - -- Parcel # - - - - - -- -- -• .- ..�.. ..., -... �.. r.a1a vv vvvY.GCxI. JC GVUJtI .GO(T7 II 2 1 �3I221 ��p5' Job Name: '';�.��;� Job Address: Legal Description I Lot S II Bloc — II Filing — II Subdivision: G L el// Z NL �MF 2 Owners aI11 ocolf� rC�w�lAlr �(Z�'n °lT I Address: I?vo L,9,����rE STrc �' 'D�ivv�2 CD 8 OLi�i3 I Phone: Architec e ds nner: f� L �/Ary I Address: �x 52`I tT II Phone: , Sl 970 - 9z7 — ?Z Engineer: II Address: I Phone: II FOR REVISIONS: I REASON K�U iSi�hG o�_ 6 P*LlAf (_, i�c>grl Du 'rC) -t�—,0I 5 I Work Class: New Q() Addition( ) Remodel( ) Repair( ) Demo ( ) Other ( ) II Work Type. Interior ( ) Exterior (X) Both( ) II Does an EHU exist at this location: Yes (✓) No( ) I Type of Bldg.: Single- family (o Two-family( ) Multi-family( ) Commercial( ) Restaurant( ) Other ( ) I No. of Existing Dwelling Units in this building: 2 II No- of Accommodation Units in this building: II I No /Type of Fireplaces Existing: Gas Appliances ( ) Gas Logs ( ) Wood /Pellet ( ) Wood Burnin ( ) II I , No /Type of Fireplaces Proposed: Gas Appliances ( ) Gas Logs (z) Wood /Pellet ( ) Wood Burning (NOT ALLOWED) II Does a Flre Alarm Exist. Yes (✓r No( ) II Does a Fire Sprinkler System Exist: Yes (✓) No( ) II OFFICE USE Other Fees -- — __ Type of Co Acc -- -- eeted_y Fees: Occupancy Group: Planner Sign -off: DR Public Way Permit Fee: Date Received: \ \Vail\ data \cdev \FORMS \PERMITS \Revised Bldg permit.doc RECD S E P 2 _ 2004 03/13/2003 SEP.14.2004 4:49PM TOWN FV Design Review Board ACTION FORM Deparhnent cf Community DevekWent 75 South Frontage Road, Vail, Colorado 81657 tel: 970.479,2139 fax: 970.4791452 web: www.d.vail.00 us fill. juu r. C' � Project Name: BRANDT RESIDENCE CHANGE TO APPROVED ORB Number: DRB040390 Project Description: ENGINEERING OF LANDSCAPE BOULDER RETAINING WALL AND WALLS GREATER THAN 4'. rEMOVAL OF ALL IMPROVEMENTS ON LOT 4. Participants: OWNER Scott & Caudine Brandt 08/09 /2004 Phone: 303 - 8649016 1200 N Lafayette St Deriver, CO 80218 License: APPLICANT Cottle Graybeal Yaw Architec08/09 /2004 Phone: 748 -1516 Ann Darby POB 6337 Avon, CO 81620 License: Project Address: 1722 BUFFEHR CREEK RD VAIL Location: 1722 Buffehr Creek Road Legal Description: Lot: 5 Block: Subdivision: Elenl Znelmer Parcel Number. 210312210006 comments: SEE CONDITIONS BOARD /STAFF ACTION Motion By: Action: STAFFAPR Second By: vote: Date of Approval: 10/06/2004 conshons: Cond: 8 (PLAN): No changes to these plans may be made without the written consent of Town of Vall 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 fior 20 days following the date of approval. Cond:202 Approval of this prolett shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and mnstmcxion is convnenced and is diligently pursued toward completion. SEP.14.2004 4:49PM NO. 31JU F'.,7�.7 Planner: Warren Campbell DRS Fee Pail: $20.00 OWN 0 1 t N01109G N191W- :9?i CX 'COI S .! SAM `Sl �`dM �l�Ol (109 /) , ��` i � '� LN2i^iaG`�3 Jdill -t'01,clg NoIlDgg N1g7p3g0N:� swam g7�vAi ?4gmn09 GNV 9�O�G ------- JNIJ?l 0g0v-4 ?igmnog G-?J9 -qNON-4 G Qj-. IAM� kol,clg Nol-Logg N1-41P090N:3?/ G7l" 9NINIVI-9?1 Po "o- 99 MG M-L CS m it I do ag 01 9NlHVN2G WHIN11-117 - 11YA =10 NMIO-L O-L VrSO=NO': S gs%v sllym wad - ry :21ON Lt MG „0-,LS M-L GIWM 19NINIY19N 213Q 1f109 ,O-,QG Mi. W32N31\ 2NO1G 4 09 ;ln do G.IlHil 0 IS MG 0- C9 MG 1 jC3 -INOA o.Ls a* M-L G ii aLgs JOID agso - JIYWCN*H MCNI 2N(Uy3=j 2131ym H7G9 3N I& 9L- aL:TS .No'.;I cablolo' L agSolo*9 t 3NO-LS .9-10L. MLL 17 7� aNO.Lsg7y1=1 NU oe lalsi, Nlytia 3AION0'� 11/ 0101 / 0j. IN ; -2f4 )Cog > O 010 W 0 LLI LL cr um /i. • I 15-24 I-ANPSCA" 6A ENSINMERIN6 NOT REO IT'D As l.Ll �(( RM KOECOLINI! M&NEEM GRITBRIA 4 DETAILS, 78 NOWT I IPAIAN& i >�A to P URIM, ��rrrrr�rrr�r AM SPA lk MA ,.. d6GQ sLS / � .� ��s ��✓ �i 1 ►� eft RLFTAIND46 rf^LLS M" SLA5s,OOIC_ i % VAEIAM Will - '� UV T - UO %= L IF LOOT . 1 SUBMIS" Lee c Whits ta, VAL COLQ ( - tv fl rngtneerfngf [onsuttttnn�� P.U. Box 2946. Edwards. CQ PHr (970) 92fi -272A FX: (970) 0) 92 926 -272A I. . a N t!� I� 'y I O V �V v �- L r � ti I. . a N t!� I� 'y I O V �V v �- L 01 1 �- Oil l�— LO 1 II ro .......... ... -- _.._.._. - - ........... . ....... . _. _ n . .. ....... 1,1 4t ;I i `I I: '' ' II i � 1 ? I x { j I! I ; f� iii 'I ( 'I t i I: � I 1 t 1 I Ilm -:� ' �1 C1. ! ;, 11 1 it 1 i 1, f �, I ; M1 1 , ►1�,,i1� rl'I� , � l ,� �t I f i j !� �' n� f cq J1- 9� LU w z r-4, is � C1. ! ;, 11 1 it 1 i 1, f �, I ; M1 1 , ►1�,,i1� rl'I� , � l ,� �t I f i j !� �' n� f cq J1- 9� LU w z 11, z q x i � Z U LL -' �LU 11, m ��7 0 0 11 3g - nj u) - - -- § ) �� u § \ � ) !� / . \ j \ . � � � � ! §\ § \ §\ j\} _ 22 � § �( §\ i}j ) §\( it §\ ! )� § /)) \: a ( 10 w - �- - § [§ §7 §L \ }\ \\ \\ \ \\ \� \}§ Mai \ \ \\ m :- - O 2 _ \ \i \[ _- 6A _<w;: };)2/ &§ | §e §\ \} }\ / }i e \ < o§ 25 k/ 0 /3 LL, § LL' . o�§ ` /\G o9/ , _ / ¥ §,§ f //> e �`� \ § m 3g - nj u) - - -- § ) �� u § \ � ) !� / . \ j \ . � � � � ! §\ § \ §\ j\} J Q w J 00 W 1n ❑ j Zm Q � W awz OZo 0 O N W !Y �LL ~0 O U�a Q w cn O Z �- LL o 7 Z n w w ❑Z w� Q n LL w ❑ O 0o a m p w p a o Z O N w m w z L .Z W J a K Q < K> O K W r F O J ❑ � W > W K Z O ❑ d O w w o >m w x� Z K U N p ~ d < O K W K S w a w 7 N K S Q w E O z wF I Uo J ow O< FE o x � x ZN w3 o zN G w u o _ W O E K m u Z W K U w o J W? W W J l a N ~ w N s u� uW 2 ff` O a= w K w z w r- 2 Oz °3 F p 3 O w K j 2 ti 0 0 W Z Z N Q U W tr ._O LLUU _ no K Q w d ZSW o" 'o, W w w z W w 2 W W O U wLLF <Q� K= Z w p O K O ~ O N 2 2 Z Z O ? w < O W N K W U' U KKw W>w0 wow ly, K K JZ rw° a�❑� y W 11 D a p i 0 3m F � m m u. ❑ Z 2 ¢ 1.. W a d o 2 N o a ❑d ° ww O K w m w K = m W N E K Q N "Z Z F J r ,amK z o m u y m o U U1 U� J 6 OF Y J O O z ❑ ° =wop�" K J w � ❑ d 6 m O u E O ' ❑ U f Q W mo3a> w U K O E mJ r Q K S Z m0 Q> W!- f _ J C K W 2 V W m m 2 W K < - O J amwpo "°a Sw w y W r� m 0 a m U o K m o z yd o NNd z z ❑ w N w ¢ j ZZpK 0❑� 2 F W ZF <.g ¢ rG z ¢ ¢> w O N d�❑ LL H J 0 0 ? p K O K OiOmIQ..� ?am F= �ZF�miw 3 J KNN I oo r 3- ❑ 0 W❑ F O O W W ❑ = p j J J � w W ;O � O U w F J ❑ p m W O W NKNUi06 O ILL I- W W 2 U F W>K KO JW ZV?- W Ja ¢ p p W K- J LL❑ W- W w Z J J U N K W d J_ U N U d d Pw 000ww a m= "a iowwu =° rr mand❑ m01- o'2 ° r and❑OLLN o i ap 2 0 I I I I I f is I I I I IQ I I I I -- � - - - -- ----------- - „I I l lal I I I „I I I I lol I 41 I Iwl I I I I'I I I I 4 I I I I . i.I >I I I I E 1 C I I i — II I i I4 Z L I Nom W� �W wok o° a do Z O F U W � w � a O m C4 O U r Q O Z U a alq N 2 p N W a a � W K _ m U 2 L � N ❑ 2 u 1/ O i C\j w Z = O V Z o ° Z W J x Q U — Z_ LL, N J O 3 Lu N U Ya Z U O a _ < Z Z 3 -� OU L) w O N J U J < 9 a Z -�i v � Y m 2 3 � m a N 3 \ \\ WN1111IRry / /�� .N o m� -i O N � N r 5 O O n z z m C> D M M O N @D o � a ° w D CD m y .� c m c D Z m D T a Z7 m _ m r D z -- 1 a T z c ' D n m 0 O r A n U In O_ N r r m 3 m = m In x ° > A m I < m 0 W In r _N O 0 Z C) �O � m o� o r r r � m D In En In N w w w N w x O w a v m o z 0 0 0 o m O to N N p m A D c G) C N tT N 0 z � D � C; ° r � z D D00 y .� c m c D Z m D T > � Z7 _ m r D z -- 1 T z c ' D n m 0 O r A n r G c In O_ N r r m 3 m In ° > A m I < m 0 In r _N O D Z C) m � m o� o r r r � m D In En In w w w -4 N O v o o 0 0 N n w O D C v r 3 _j fD Z CL v m O c M 1 z Z n r m r 0 m Z 0 17 a C) Z ° rn C) :CJ Cl) N tp X O m _m Z 0 O U) ^^ G) Z 0 m ' V Z 0 z O O (7 D r m r i n r N O U) U) m FD Z A r U) - n -1 A O m-u o m O D O m D m <;u zm-n z N O 0 O X A — O D D \ D - 0 = 0 O C D m 1 r Z x -n In (1' m O C: T v p m r O N D c x n zD or° Z 0 Z O D N N C U x ucl m D z r D = O N ,Z1 x�m O r z C p n r m x In m z m O z < m m O � 3 In mo 0 O ° -1 ~ 2 r O =1 O X Arm In ° D D 1 D 1 j r 1 O r �I 31 ,z I �I �I I I 0 3 z 'D I I� X13 I �I i I � N D 1 U Z Z�U) ll T m I I II �I I l l j l l I l l j l m I I Imj I I IAj I I I Iti I IZI I I II I O 1 I I jl I r l I j l i I I Ini I I I°I j l l l l 1 I I I Imj I l l l l l l l j i 1� 11 1 0 m r m N u C; ° m (D D00 y .� En D Z N n w O D C v r 3 _j fD Z CL v m O c M 1 z Z n r m r 0 m Z 0 17 a C) Z ° rn C) :CJ Cl) N tp X O m _m Z 0 O U) ^^ G) Z 0 m ' V Z 0 z O O (7 D r m r i n r N O U) U) m FD Z A r U) - n -1 A O m-u o m O D O m D m <;u zm-n z N O 0 O X A — O D D \ D - 0 = 0 O C D m 1 r Z x -n In (1' m O C: T v p m r O N D c x n zD or° Z 0 Z O D N N C U x ucl m D z r D = O N ,Z1 x�m O r z C p n r m x In m z m O z < m m O � 3 In mo 0 O ° -1 ~ 2 r O =1 O X Arm In ° D D 1 D 1 j r 1 O r �I 31 ,z I �I �I I I 0 3 z 'D I I� X13 I �I i I � N D 1 U Z Z�U) ll T m I I II �I I l l j l l I l l j l m I I Imj I I IAj I I I Iti I IZI I I II I O 1 I I jl I r l I j l i I I Ini I I I°I j l l l l 1 I I I Imj I l l l l l l l j i 1� 11 1 0 m r m N u ° m 11 11 D00 3 ? En D Z D T _ m x m -1 z -- 1 T n u c ' D n m m r A n T O ;u In O_ 0 r m 3 m z A T I N L I 0 0 O 0>x - uw 8 x 0�p O z m� M. m z c N -,xn0m I F ;u Amumi0�rr- Omar C: -4 v �InZM ni - 9: c➢i r m NFo OmD D�n LD zn< °0 rn0M o 0 m C 0 O Z 0 m m Z m� x ➢00Ln O� mniz :0-U _. O U) -4 m0z OZCM Xcn ;u C➢ -i In oOtnzm mz� - n m OZn r-n O� D O-i rm ➢ -lO N 3= _u NNS;] T'Dm ➢ =� r m�0 -10 T -O o r D N 0 m r 0 Zr' mo O m AW➢Am my� Z °= mr G1 < 0 !_ -u M fC: m o U) S O m rnv)D m m ;u �Am N m 'u �zu O m m * c n z O� i > 0 y < O r -i M o m o 0 :u N K (n c W C 0 ;u �u D O m O M -n -o n X m 0 _ O O r - o n n z C) omooW-1-4 m m O O = z;uCCm --i _N n r r z = � moo Dm Zmm -im - +A;ucA >ONrnDN - 1� m -1 - p r ;7 =;un0 0 m 0 r (D -CA -< 0 op -1 O �z 00-< y D r D 0 0Mn °o z ;o o A O C = N n ipm0= m � < O ;u Uu Dn1,O x�;u�m o o�OW X0 mZ N O O D O co a Z T m A T O O n z r- _q z i 0 D 0 m m 0 O m M � C - u w n m c m 0 N =c o _< zm D ? Z 1 z r m� m = M m -0 < , n o n M m n ;] � -n 3 9 ° x z OC v i C) ;u -I mm x �: r . M M �D M c m ;u Z N z D i N O O 1 � r W O z m n < 0 = m 71 z D m m C) m W ? O c O m X i O M m O m M ➢ m D m D x- m' n 0 z O 0 n i 0 N m 0 iz - m m mz- --I -1 O m m z Z _ � O D M 0 I r X T r- O z N = � N Q m N - N1 D mnz 0 n xm D -n cra .Z-1 - x T O M 0 = Z c T F_ Ao O 0 0 N O z n r 0 0 m D r 3 n x N r O V T U) N M 0 -1 -i 'U 2 <mm M C - n D D I -i n c)Dm D O z � c m Oz m T o O N .Z1 `I) n mm M p M N � r X m O T Z ➢ r r r m -� m O 0 -n D' n -i m= om m�11 m D z x m � O C) M= 0m N n r O --1 0 0 m m N D T Z D Z r rz 0 0 m� A � C m M r -1 ui O C r 0 M z O m N uo co 0 ;a C D r Z o °M ;L7 m TO 71 m° D < z C D cn m m 1 . 0 0O O r m -1 M O yr — �m N Z D (n Z -1-� Om�G nrn� U) m W oCD 0 O - cn Vail. Colorado Denver, Colurado Ddlnn, C010"Clo ) roe & Newell Engineers, (nc. xELD REPORT Projects #6064 Location: Vail, CO Temp: 50 at 1:30 P.M. To: Cottle Carr Yaw Architects, P.C. PO Box 529 Basalt, CO 81621 Attn: Ms. Ann Darby The following was noted: 1. The purpose of the site visit was to verify completion of items which had been noted in our September 28, 2004 field report. 2. At the CMU chimney roof connection over the master bedroom, the L10x10 support had been installed with expansion anchors at 8" instead of 1' -0" as required. The anchor at the north end could not be installed because it was hitting rebar. The installation without this one bolt is acceptable as is. 3. The column at the southeast comer of the master bedroom rake wall had not been packed solid to the window. One 5 ' LVL column had been added. Plywood should be glued and nailed to pack the small gap solid to the corner. 4. Above the back patio, the (3) 14" LVL beam to W 120 0 steel beam connection had been modified by adding two side plates. The (3) 3 /4 " diameter thm bolts go through the side plates, the LVL and the knife plate. The end distance of the bolts in the wood beam is approximately 2 ". The LVL beam is also bearing approximately 2" x 4 3 /4 " on the bottom flange of the steel beam. The connections do not work independently for the load on this beam. However, the bearing on the flange in addition to the bolted connection provide adequate total capacity for the beam reaction. Therefore, the connection is adequate as is. 765 West Anrmone Trail - Suite 202 - 1)IIjon, C:UIorado 80435 (970) 513.1600 - FAx (970) 513 -7272 - email: dillonalmonroc - nc cll.c0m Proje"Brandt Residence PAGE 03/03 5. The comer patio tube stipeolum . which was overhauging the found& wall was observed. The side plate was in place, but there was a gap between it and the column base plate. Steel shims shall be added to provide solid bearing. The shines, side plate and base plate shall all be welded together. 6. The Simpson straps had been added to the columns between the windows at grid B/3.3. At least half of the nail holes had not been filled. All nail holes shall be filled per Simpson's recommendations. 7. The knife plate connection revisions at the low roof over the entry (Section IO /S4.4) were reviewed. The back plate to LVL beam connection has (4) 1' diameter thru bolts spaced 3" apart horizontally and 5" apart vertically. This connection is acceptable. The structural framing of the above residence was observed by Monroe & Newell Engineers, Inc. during construction. It is our opinion, based on our limited visual observations, that the framing of the residence is constructed substantially in compliance with the intent of the construction documents prepared by our office. With the exception of the items noted above in this field report, to the best of our knowledge, any deficiencies found during our observations have been corrected. Kristen E. Fox, P.E. Project Engineer CV 1 f cr �/► G -0 0 � U' . / / /, �, // 0 N x K-ET / h T O ('rn / LORED CONCRE T TE 51'E" - / �. O'` / � � � '; DRAIN INLET WITH BRA b 1 VyATER FEA> .• FLAb57 / ✓ L� FF STONE 1 ND5ET TA � '-O" COLORED TERRAC COLORED CONCRETE ;,' % 5 % . /• ` ' A 5TEP5. 8 RISERS 16 o +/- 65" EA. e i f / 5TONE BENCH IRON HANDRAIL (TYP 53' 8.'15" WATER FEATURE COLORED CONCRETE STEP5. 11 RISERS / 501JLDER RETAINING WALLS f TW 5' -10" • +/- 6.5" EA. / f COLORADO BUFF 5LAB 5T0 ' 1 / STEP5. 5 RISERS y %i ' ' , k +/- 7. EA. TONE 7AININ6 MALL 1174 =12� f�fEP° B 51 ,. /�• lid " - 6 1 "M ` w 1 11 I „ 5c LIMITS OF DlP b %,L STONE VENEER . RETAINING WALL / - S / TW 58 / BOULDER RETAINING WALLS _ / / t • B 5 TW 52'- / 6 _ BW 4- - / - TW q' -b" / ' S4 BW -0 NOTE: BW 48' -0" / CONFOR R TOWN VA O I L / DEVE LOPMENT 4' IMIJM BENCHING TO BE FIELD APPROVED BY LANDSCAFE / • / ARCHITECT OR OWNERS ' REPRESENTATIVE f / TYi e GRAVITY BOULDER RETAINING WALLS RE: KOECHLEI N SECTION 815104 �� ,52 ENGINEERED BOULDER FACED REINF. •' - ;- SLOPE AND BOULDER WALL / - RE: KOECHLEIN SECTION 8/5/04 Al Nk f ILITY EA%5EMENT f 3 'bo u'A e- / x t DOULDER WALLS, WEST 510E. S ECTION 8/5/04 RE: KOEC11 LEI N 5 / ` --Zo �4 3., ir � f EXI5TINc5 TREE LINE n r / �WA 0 10-24" I-ANOSCAft CPAKM Ao&kLLj ENSINCEMING NOT RV.OUIMW AS WvMoi 1 1. RM KOSCOLINE ONSiNEE" CoRATERIA %ON) 4 PETAILB, SMO WT F lw^%ANO a-lb Om WE IVA 4MW ,low 1 i�nl u� 644 06 WA ' dt ..•' .��r' � bo ,. •'..�� •. •' :fit' • ',f? /, 4MW ,low 1 i�nl u� 644 06 WA ' AaFs r - tv eft M ETAImpas s i i TY/ T6'-6" i 70 MPF 5LA5 5TOW BRANDY RES'iDENCE L.O�r 5� 51,16D� Lee co on VA L, COLORADO ( - tuff rngtntrrfn��// PA. Box 2946, Edwards. " Cl 81632 PH: (970) 926 -2728 FX: (970) 926 -2721; r � fill BRANDY RES'iDENCE L.O�r 5� 51,16D� Lee co on VA L, COLORADO ( - tuff rngtntrrfn��// PA. Box 2946, Edwards. " Cl 81632 PH: (970) 926 -2728 FX: (970) 926 -2721; r v d C : g NA Oo sN Igl i I g �C '1- 4 — L LL �— , (, I+ 3 1 . 1 U w ......... . .. . ........ 17A .. 7 74 �� I ! jj .I x� -j��I �I � I k •{ ;I; . � I� I II ;: I � ; ( � �� ( t �� ' Irl� ' I� is � ' ' Lu -q x LU P-10 1. � i jl j j ! ;� ii Ii I iL J J a C7 0 Z N Z 0 am f— m w d W no Z W N 2 n O O 00 m w Q r U � Z D N W Z J a a m U a I— • w z o a W m' w 3 t 0 0 ox� z � f J W w W o f w ❑ ❑ w > �- o W R m z N ❑F. -z3 w V o a uwwz / e U CL Z W H Ll ti F-K U mS d'O!= W O d'2 O ❑ S ✓1 F- �w Q W >❑ Q o Z w a w° zooF O w z 0 'o❑ C » aNWF a�3s ❑ ❑ O m O a J a a O z 0 0 m 0 d a 0 a = a a r j O o ❑ ° w K w w w w z g y N w z z x m o w W 7 J z x o 0 3 J W z w a r m w w x N po x m o �m ¢❑ mpfwo m U LL U ❑ z o �x N = � x w w G y N O N> — 2 0 - w^ y ❑ y �- m Z x 0 p a o u m 0 o F rc K m LL z o a 3 ~ J =`J` xK p u=i V o, ' o p u dj =w °O O Ko¢ yQa3 m� m Ox K P w J f O� W a u ¢� a r,> ¢ w w (� o � l m = < w0 o f » u Wpm k a 0 OKr -iy U C O O . m w �p wa x a> J m y m } o y ��jrz N i U m> J �` Z z O o¢� O Z Q LL ❑ j . O a J 3 a O w Ow m =o o o >o owe iorio °o wozw ¢ so" w�. I o� mu z ALL¢ ° - mLj ao N000 as w o N a O a wow a LL m = F m z w w U No_ as m JFp aJ.wi¢f JzU�o w" Jw zoopz w O e3aw� �Qa Oz x x0 ma a X w Z O wl - ��? 2 LL.= ¢ wOOJ a z N o K KO u om �3a ❑� cew oim rum t 0 0 ox� z Z W Of N U) w n a o W R m 0 N W W W U Z Z V o ¢ J z a / e U CL Z W H Ll _- s r 9 U Z Of N n o W R m N W W W U Z Z ¢ C7 Z 3 Z W W Q Z Z r F N 0 C O r E U � 7 a LIJ _ � m U o " LU J •' 6 ❑L m \I a w I ¢ m V a = � a ° <a wa¢ = 0 0 1 J J a W J Oo m U) ❑ > Z w Q � Nw awz n O wo O JzwG N QF�0 Op U wv a Q' w a Oz�> �oz O Z W W � ❑ W Q on LL w ❑ O m w w a K Q a 3 > 02 O >❑ p Q w Z� N a > m O = o Zl UNLL ISt O rw w ,ap mo w? rc= zx w - , Z . , ; ^ O — r w '0 W J r r Z 0 6 r U N Q' =Q W W U Z z 0. r J 0 U O U LL =w oa¢ oN LL,° Z, VAS ZZ ZOI? u w C u K S W w° w?w wj wo. < � AWN °W w} 9; �a f Z W z O F- w Ow¢ S U W W U U Kaw max O =Z 0 — r , w W Z w , Q U F Z w ❑ ° N N Z x Z W W O U K W U U a>Z �w0z a .0 � viO4p 0 3� K m LL z W Z 2 a O O r N ap ° LL ww w w � w O W J w � _ � = N W r J � °3 N f W ? W�? cc mK ❑ p o O p Z mJLL �..O 6 N� rF UZ _ 50 ¢ 0 ❑ U Lu mO�E � 2p �❑ I � to n ry ❑�yO� W d N ❑OE f, W LL W W m m ❑ S W U Z w < 0 W 0 U LL < F} W❑ Z r O Q Z U < N S O K p,JU W N -3 z N ? r 0 ¢ m c O w r j z W 3 K- m y a O 7 N = N y LL�❑ w V o Op V ❑ �N W' �r W p W Q K r5 w aNg °o °Z oo iao z a >aw U z t A m Z w V 7 U O = Z g W U m Z = O r =v r iemzo W 3- H ° m oLL r 3- U w r `' U -c oo 0 0 W Q W° O >> r m dxr� ww� K Urlx -f�❑O uj 3 n rQ N Nx O a ir0 0 O W p in a m NZ VINOQ W r n u.H W W ZY djN Z a W ZTNQ a z = v J J_❑ W f' W O n I W 0= K 2 Q re N W u W ❑ K Z I a 0 U J w w I.r mmap q;0 r e;f ca 0 0 LLN Z Z (u Q Y -j v 3 S m U a O _ a �,pp1Ul11III/X „ry l ?v �w N J z � w a' Q 0 2 LL� w � I I Ia I I I I la I I I I - - ---� V I I - - -- I I ICI I I I i „I I I I lol I al I IWI I - I I I I�I i i l l l ��I I IE I �I I i I 1 I I9 l ip --E- w t4 o �w� a ooa a<° r g ig A �W wad o� -w� � €S a<o z O F- 0 w N w � J N a �O U �' Q z Z U EL � m m a r Z r N �Y$ �m� d �jl < O I�> I[�> O ;0 0 (D (D m < m w � m m to cr m .. 5 � � x W 0 m �n a. m D c 0 c m N O O A s m m D r .0 0 U) m n _-i Z z 0 " 0 U) C) D r m 7 \\\\ \ \ \ \ \1 \ \111III [lllllll \ U C / l 1 • � �Z• Ul s'd? • ��� / / /� H uu►u11 \\ c� 0 m r 1 N n r o rn � u Z D C ET r n 0 3 W (D z a Z o m Co o o U) N o r � w m m to x m = Z o cn ^ w (7 U I o r m M Z C) F N O O Z Y/ A n. G1 _ C) m Z m M rn N (� CC) V ^ Z p o m p n0I -ANr O O C Z Z m o U! Zi -1 A � 0m�0 z U m O D n r O -E- X m m D < A p �_zmm D z OO m -i p O G) y D n o �p5m o o_ Z M o O 13 t = r c D m -imz III I P o mom 61 I II I p N O � S� z l ( m p Amy jl I I I C P OD � °r_ I I I I I II f Z O z I J "� In cn -1 �Zn oT� I I I I I Lno I I I I I Im I = cm I I I I I I; om= I I I IN I IZ I (no= I I I I I ICI f 1 1 1 �I I o 0Mg I l i i l ICI I r I I I i U) o M 00o I I I I I In I w1 I I I a o -m I I I I I ICI m z, Arm I I I I I Imf I I I I I ,mm DND I I I I I I I f I f I l 0 - �r r I I I I I J I I I j N D �- -- _ _ -- - -_ -__� I 3 z -- l r i i X z n cn - u L , ) 0 1 I o m 0 D n 0 Z \ N m I Z D D u t r = z i m n m -i p n c m p p D m T m m r p p n n p O n r m N 9 rn z X 33 yy X y� 0zmmm° ;u --1 Ta m mm0Ox , 0 pmZN Cmm? Ow m > zo'u0n 2 6,w n M w> z;7ccm - I c-4 z O m i7 m ➢ -i --Immpr n� n�m�J �nmrrZm rm cnx � 0 r =x mx i�2 mx A�mOmr Xmo0;] N<v zmm - m �m omm pm <mm 0 n z�>, n�zm --i � w� cones ;gym <m MoD m> i= IKC)> m2.0 � +m DOP0;u cn? nmcm n➢ D _icen m➢ Om�Xmn �v omm ---I n-1 1 cn� ��mw Dxm mT n ➢m zx Zn < -0 r - () - I ;a �nZ �xm Un n D� zZ mC0 z0 DSO pC m� �Zmo off- oV) r r K __ U)o � Zx m x ➢ O� 0 cooym -im-n co m �m� 0 Nm m Cm 0 - n -i�AmZ W mO r- -n ` o�vtn 0 . O O r- n m> z �m r x Ozomn= m ;ucn moo � mm mn� - - Inr O mz o i m �zmm cD� xU) 0mno °oz zm0 omm x o n m 0 m m 71 M mzc �m0 oxz�5m i0 Omo a: G r r =D - n.�Il - I ozn �C A m mz C m o - I r T ➢Z rn (O2 ➢O .. i ;u i] Oc=xcn 'v n' ;J mom= n mp r - u (n -n o0 0o n�0 = o mm cn =' zz -Ir 04 p 71 � �;u0 Liu 'om �W(n m �Dn z - m_rri �m A o m�� D 00MC �0 D� - lrr S 0 -_{frl O D➢ O N� me o - O x x �- °° m c 0� m n z n O= m➢ c 0 0 on 0 0 -4 o c c' 0 0 m - z cn D O -- 1 r m cu > i] fxi1Dx oO sn0p (n G) Z 0 <m� > O ➢r Z 0= m m om r- 0lu -➢�i== ro IC L7< O rm ➢ �0 cnz 0 mm 0 0 x �O o n G7 Z m m r C: m z O ➢ 0 L7 < Z r A p it 0 0 o z O = m o 0 0 Z 0 --I m Z m U) C -i DU) rp m C) 00 1— - 11 O ;u D ( m i) o- O Z C) m uu 0 00 C ;il v r- Z 0 °m IT! LD -n 0 > z 0 C) rn m o iU -I M N Z Z ... IT C x U) rn W 0 0 < r, L O V D Z D m cm m D � 5 p p r CD y D r CD O ? O F U) C3 o X D o m < U) N 17 -A Z D m n w n 0 m o to D r w u) cn m �_ x ?� D N O V �jl < O I�> I[�> O ;0 0 (D (D m < m w � m m to cr m .. 5 � � x W 0 m �n a. m D c 0 c m N O O A s m m D r .0 0 U) m n _-i Z z 0 " 0 U) C) D r m 7 \\\\ \ \ \ \ \1 \ \111III [lllllll \ U C / l 1 • � �Z• Ul s'd? • ��� / / /� H uu►u11 \\ c� 0 m r 1 N n r o rn � u Z D C ET r n 0 3 W (D z a Z o m Co o o U) N o r � w m m to x m = Z o cn ^ w (7 U I o r m M Z C) F N O O Z Y/ A n. G1 _ C) m Z m M rn N (� CC) V ^ Z p o m p n0I -ANr O O C Z Z m o U! Zi -1 A � 0m�0 z U m O D n r O -E- X m m D < A p �_zmm D z OO m -i p O G) y D n o �p5m o o_ Z M o O 13 t = r c D m -imz III I P o mom 61 I II I p N O � S� z l ( m p Amy jl I I I C P OD � °r_ I I I I I II f Z O z I J "� In cn -1 �Zn oT� I I I I I Lno I I I I I Im I = cm I I I I I I; om= I I I IN I IZ I (no= I I I I I ICI f 1 1 1 �I I o 0Mg I l i i l ICI I r I I I i U) o M 00o I I I I I In I w1 I I I a o -m I I I I I ICI m z, Arm I I I I I Imf I I I I I ,mm DND I I I I I I I f I f I l 0 - �r r I I I I I J I I I j N D �- -- _ _ -- - -_ -__� I 3 z -- l r i i X z n cn - u L , ) 0 1 I o m 0 D n 0 Z \ N m I Z D D u t r = z i m n m -i p n c m p p D m T m m r p p n n p O n r m N 9 rn z X 33 yy X y� 0zmmm° ;u --1 Ta m mm0Ox , 0 pmZN Cmm? Ow m > zo'u0n 2 6,w n M w> z;7ccm - I c-4 z O m i7 m ➢ -i --Immpr n� n�m�J �nmrrZm rm cnx � 0 r =x mx i�2 mx A�mOmr Xmo0;] N<v zmm - m �m omm pm <mm 0 n z�>, n�zm --i � w� cones ;gym <m MoD m> i= IKC)> m2.0 � +m DOP0;u cn? nmcm n➢ D _icen m➢ Om�Xmn �v omm ---I n-1 1 cn� ��mw Dxm mT n ➢m zx Zn < -0 r - () - I ;a �nZ �xm Un n D� zZ mC0 z0 DSO pC m� �Zmo off- oV) r r K __ U)o � Zx m x ➢ O� 0 cooym -im-n co m �m� 0 Nm m Cm 0 - n -i�AmZ W mO r- -n ` o�vtn 0 . O O r- n m> z �m r x Ozomn= m ;ucn moo � mm mn� - - Inr O mz o i m �zmm cD� xU) 0mno °oz zm0 omm x o n m 0 m m 71 M mzc �m0 oxz�5m i0 Omo a: G r r =D - n.�Il - I ozn �C A m mz C m o - I r T ➢Z rn (O2 ➢O .. i ;u i] Oc=xcn 'v n' ;J mom= n mp r - u (n -n o0 0o n�0 = o mm cn =' zz -Ir 04 p 71 � �;u0 Liu 'om �W(n m �Dn z - m_rri �m A o m�� D 00MC �0 D� - lrr S 0 -_{frl O D➢ O N� me o - O x x �- °° m c 0� m n z n O= m➢ c 0 0 on 0 0 -4 o c c' 0 0 m - z cn D O -- 1 r m cu > i] fxi1Dx oO sn0p (n G) Z 0 <m� > O ➢r Z 0= m m om r- 0lu -➢�i== ro IC L7< O rm ➢ �0 cnz 0 mm 0 0 x �O o n G7 Z m m r C: m z O ➢ 0 L7 < Z r A p it 0 0 o z O = m o 0 0 Z 0 --I m Z m U) C -i DU) rp m C) 00 1— - 11 O ;u D ( m i) o- O Z C) m uu 0 00 C ;il v r- Z 0 °m IT! LD -n 0 > z 0 C) rn m o iU -I M N Z Z ... IT C x U) rn W 0 0 < r, L O V GEORGE SHAEFFER CONSTRUCTION COMPANY P.O. Box 373 VAIL, COLORADO 81658 Tel (970) 845 -5656, Fax (970) 845 -7013 TO: Town of Vail 75 South Frontage Road Vail, CO L IE= =P Old U o A LIVSl1Ul1MAL August 13, 2004 1 0404 .ATTENTION Warren Campbell RF: BRANDT RESIDENCE 1701 Buffehr Creek Road Vail Colorado 81657 WE ARE SENDING YOU ❑✓ Attached ❑ Under separate cover via Mail the following items: ❑✓ Shop drawings ❑ Prints ❑ Plans ❑� Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ Bid Instructions COPIES DATE NO. DESCRIPTION 1 08/13/04 4 pages Utility Approval & Verification - Six Utility signatures ❑ As requested ❑ Returned for corrections ❑ Returncorrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval E] For your use ❑ Approved as Noted ❑ Submitcopies for distribution ❑ As requested ❑ Returned for corrections ❑ Returncorrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US TOV Building permit # B03 -0209 RECEIVED AUG 13 2004 SIGNED: Brad 2 Foster - Project Man er George Shaeffer Construction Company If enclosures are not as noted, kindly notify us at once. ��nilC�l 1�'��1� �►-C.E Z O I 13 C k - GLUA Poi LoT S, El- en ZneimfA S " Drvfsi31q Vr I C a t.oaAv 0 UTILITY APPROVAL & VERIFICATION This form serves to verify that the proposed improvements will not impact any existing or proposed utility services, and also to verify service availability and location for new construction and should be used in conjunction with preparing your utility plan and scheduling installations. A site plan, including grading plan, floor plan, and elevations, shall be submitted to the following utilities for approval and verification. Authorized Signal Comments QWEST 970.384.0257(fax) Contacts: Scott Carrington 970.468.6860 Jason Sharp 970.384.0238 EXCEL HIGH PRESSURE GAS 970.262.4076 (tel) — 2571-( Contact: Rich Sisneros HOLY CROSS ELECTRIC 970.949.5892 (tel) 970.949.4566 (fax) Contact: Ted Husky EXCEL ENERGY 970.262.4038 (fax) Contacts: Kit Bogart 970.262.4024 Jim O'neal 970.262.4003 EAGLE RIVER WATER & SANITATI( DISTRICT 970.476.7480 (tel) 970.476.4089 (fax) Contact: Fred Haslee COMCAST CABLE 970.949.1224 x 112 (tel) 970.94 (fai Contact: t: Floyd Salazar �/ U NOTES: 1. If the utility approval & verification form has signatures from each of the utility companies, and no comments are made directly on the form, the Town will presume that there are no problems and the development can proceed. 2. If a utility company has concerns with the proposed construction, the utility representative shall note directly on the utility verification form that there is a problem which needs to be resolved. The issue should then be detailed in an attached letter to the Town of Vail. However, please keep in mind that it is the responsibility of the utility company and the applicant to resolve identified problems. 3. These verifications do not relieve the contractor of the responsibility to obtain a Public Way Permit from the Department of Public Works at the Town of Vail. Utility locations must be obtained before digging in any public right -of -way or easement within the Town of Vail. A building permit is not a Public Way permit and must be obtained separately. The Developer is required and agrees to submit any revised drawings to the utilities for re- approval & re- verification if the submitted plans are altered in any way after the authorized signature date (unless otherwise specifically noted within the comment area of this form). Developer's Signature Date Page 8 of 12/04/01/04 AUG 13 2004 08:40 FR SILVERTHORNE HP 97041SU14U1 IV ts4ZICnis Post -it` Fax Note 7671 0 alOP -O I' Mot f . TO To d From +/ t >/✓L�� O anned co /rmt. V Co c � kOVAL lk VERIFICATION 11115 Form SOMMS trial Me Vroposed improvernenEi win not impact any existing or proposed utility services, and also to verity service availability and location for new construction and should be used in conjunction with preparing your utility plan and scheduling Installations. A site plan, including grading plan, floor plan, and elevations, shall be submitted to the following utilities for approval and verification. Authorized Signal Comments D QWEST 970.384.0257(fax) Contacts: Scott Carrington 970.488.6860 Jason Sharp 970.384.0238 EXCEL N IGH PRESSURE GAS 970.262.4076 (tel) Sisnero Contact:. I AUG 1 2004 WcJt s /t om F //�/ a r'Tf HOLY CROSS ELECTRIC 970.949.5892 (tel) U 970.949.4566 (fax) Contact: Ted Husky EXCEL ENERGY 970.262.4038 (fax) Contacts fat Bogart 970.262.4024 Jim O'nea1970.262.4003 p EAGLE RIVER WATER SAN ITATI( d1 DISTRICT 970.476.7460 (tel) 970.476.4089 (fax) Contact: Fred Haslee COMCASTCABLE 970.949.1224 x 112 (tel) 970.949.9138 (fax) Contact: Floyd Ssiazar NOTES: 1. If the utility approval & verification form has signatures from each of the utility companies, and no comments are made directly on the form, the Town will presume that there are no problems and the development can proceed. 2. If a utility company has concerns with the proposed construction, the utility representative shall note directly on the utlllty verification form that More is a problem which needs to be resolved. The Issue should then be detailed in an attached letter to the Town of Veil. However, please keep in mind that it is the responsibility of the utility company and the applicant to resolve identified problems. 3. These verifications do not relieve the contractor of the responsibility to obtain a Public Way Permit from the Department of Public Works at the Town of Vail. Utility locations must be obtained before digging in any public right -of -way or easement within the Town of Vail. A building permit is not a Public Way permit and must be obtained separately. The Developer is required and agrees to submit any revised drawings to the utilities for re-approval 8 re- verificatlon if the submitted plans are altered in any way after the authorized signature date (unless otherwise specifically noted within the comment area of this form). Developers Signature Date Page 8 of 12/04/01/04 ** TOTAL PAGE.01 ** Plug 'AUG. 1 1 3- 2004 2:37PM R CROSS ENERGY z" r o - - NO. 045 f'. I �wie FaX Note n7879 r To Brandt Residence 1701 Suffetir Creek Road rag* Lot 5. Eleni Zneimer Subdivsion 1:...n M Vail, Colorado �t1 �— TILITY APPROVAL &VERIFICATION Frwno This form serves to verify that the proposed Improvements will not impact any existing or propo — --Y aria also to venry service avallability and location for new construction and should be used in Conjunction with preparing your utility plan and scheduling Installations. A site plan, including grading plan, floor plan, and elevalions, shall be submitted to the following utilities for approval and verification - Authorized S19nai Comments 0 QW EST 970.384.0257(fax) Contacts: Scott Carrington 970.468.6860 Jason Sharp 970.364.0238 "CEL HIGH PRESSURE GAS 970.262.4076 (tell Contact: Rich Sisneros HOLY CRDSS ELECTRIC N4 EXIST Uyll 970.949.5882 (tel) -n1FS 976-949.45s6 (fax) L L1P1E Contact: Ted Husky 4M l.J��� D(CEL ENFRGY 970.262.4038 (fax) Contacts: JQ Bogart 970.252.4024 Jim O'real 970.262.4003 EAGLE RIVER HEATER SAN ITATIC DISTRICT 870.476.7480 (tel) 970.476.4089 (fax) Contact: Fred Haslee COMC CABLE 970.949.1224 z 112 (tel) 970.949.9138 (fax) Contact: Floyd Salazar NOTES: 1. If the utility approval 6 verification form has signatures from each of the utility companies, and no comments are made directly on the form, the Town will presume that there are no problems and the development can proceed. 2. If a utility company has concerns with the proposed construction, the utility representative shall note directly on the utility verification form that there is a problem which needs to be resolved. The issue should then be detailed in an attached letter to the Town of Vail. However, please keep in mind that it is the responsibility of the utility company and the applicant to resolve identified problems. 3. These verifications do not relieve the contractor of the responsibility to obtain a Public Way Permit from the Department of Public Works at the Town of Vail. Utility locations must be obtained before digging in any public right -of -way or easement within the Town of Vail. A building permit is not a Public Way permit and must be obtained separately. The Developer Is required and agrees to submit any revised drawings to the utilities for re-approval $ re- verification if the submitted plans are altered in any way after the authored signature date (unless otherwise specifically noted within the Comment area of this form). Developer's Signature Date Page 8 of 12104101104 13- 8 -04; 1 :12PM;U5 WEST Hug 12 04 07:48p Roxanne Nowia • ;9704680672 # 2/ 2 970- 845 -7013 p.2 UTILITY APPROVAL & VERIFICATION This form serves to verify that the proposed improvements will not impact any existing or proposed utility services, and also to verify service availability and location for new construction and should be used in conjunction with preparing your utility plan and scheduling installations. A site plan, including grading plan, Floor plan, and elevations, shall be submitted to the following utilities for approval and verification. Authorized Signal QWEST 970.384.0257(fax) Contacts: Scott Carrington 97OA68 -6860 Jason Sharp 970.384.0238 EXCEL HIGH PRESSURE GAS 970.262.4016 (Eel) Contact* Rlch Sisnems HOLY CROSS ELECTRIC 970.949.5892 (tel) 970.949.4566 (fax) Contact: Ted Husky EXCEL ENERGY 970.262.4038 (fax) Contacts: IGt Bogart 970.262.4024 Jim O'neal 970.262.4003 EAGLE RIVER WATER & SAN [TAT IC DISTRICT 970.476.7480 (let) 970.476 -4089 (fax) Contact- Fred Haslee COMCAST CABLE 970.949.1224 x 112 (tep 970.949.9138 (fax) Contact: Floyd Salazar Comments D /316 y NOTES: 1. If the utility approval 8 verification form has signatures from each of the utility companies, and no comments are made directly on the form, the Town will presume that there are no problems and the development can proceed. 2. If a utility company has concerns with the proposed construction, the utility representative shall note directly on the utility verification form that there is a problem which needs to be resolved. The issue should then be detailed in an attached letter to the Town of Vail. However, please keep in mind that it is the responsibility of the utility company and the applicant to resolve identified problems. 3. These verifications do not relieve the contractor of the responsibility to obtain a Public Way Permit (tom the Department of Public Works at the Town of Vail. Utility locations must be obtained before digging in any public right- of-way or easement within the Town of Vail. A building permit is not a Public Way permit and must be obtained separately. The Developer is required and agrees to submit any revised drawings to the utilities for re- approval 8 re- verification if the submitted plans are altered in any way after the authorized signature date (unless otherwise specifically noted within the comment area of this form)- Developers Signature Date Page 8 of 12/04/01/04 PRELIMINARY SOILS AND FOUNDATION INVESTIGATION PROPOSED RESIDENCE LOT 5 LIA ZNEIMER SUBDIVISION VAIL, COLORADO Koechlein Consulting Engineers, Inc. Consulting Geotechnical Engineers 12364 W. Alameda Pkwy • Suite 115 • Lakewood, CO 80228 -2845 LAKEWOOD AVON / SILVERTHORNE (303) 989 -1223 (970) 949 -6009 (303) 989 -0204 FAX (970) 949 -9223 FAX Q KOECHLEIN CONSULTING ENGINEERS, INC. CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS f PRELIMINARY SOILS AND FOUNDATION INVESTIGATION PROPOSED RESIDENCE LOT 5 LIA ZNEIMER SUBDIVISION VAIL, COLORADO � REGj B . '••�' O � •c 33822 y. F .�N Prepared for: Scott and Claudine Brandt c/o Cottle Graybeal Yaw Architects P.O. Box 529 Basalt, CO 81621 -0529 Job No. 03 -014 February 20, 2003 - DENVER: 12364 West Alameda Prk"., Suite 115, Lakewood, CO 80228 (303) 989 -1223 AVONISILVERTHORNE: (970) 949 -6009 February 20, 2003 KOECHLEIN CONSULTING ENGINEERS, INC. Job No. 03 -014 Consulting Geotechnical Engineers TABLE OF CONTENTS SCOPE EXECUTIVE SUMMARY SITE CONDITIONS PROPOSED CONSTRUCTION GEOLOGIC HAZARDS INVESTIGATION INVESTIGATION SUBSURFACE CONDITIONS RADON EXCAVATIONS GROUND WATER FOUNDATION FLOOR SLABS FOUNDATION DRAINAGE LATERAL WALL LOADS RETAINING WALLS SURFACE DRAINAGE IRRIGATION COMPACTED FILL LIMITATIONS VICINITY MAP LOCATIONS OF EXPLORATORY TEST PITS LOGS OF EXPLORATORY TEST PITS LEGEND OF EXPLORATORY TEST PITS GRADATION TEST RESULTS SWELL- CONSOLIDATION TEST RESULTS TYPICAL WALL DRAIN DETAIL TYPICAL RETAINING WALL DRAIN DETAIL SUMMARY OF LABORATORY TEST RESULTS 1 1 3 3 4 4 5 5 6 7 7 10 11 11 13 13 14 15 16 Fig. 1 Fig. 2 Fig. 3 Figs 4 Fig. 5 Fig. 6 Fig. 7 Fig. 8 Table I • t February 20, 2003 KOECHLEIN CONSULTING ENGINEERS, INC. Job No. 03 -014 Consulting Geotechnical Engineers SCOPE This report presents the results of a preliminary soils and foundation investigation for the proposed residence to be located on Lot 5 in the Lia Zneimer Subdivision in Vail, Colorado. The approximate site location is shown on the Vicinity Map, Fig. 1. The purpose of this investigation was to evaluate the subsurface conditions at the site and to provide preliminary geotechnical recommendations for the proposed residence. This report includes descriptions of subsurface soil and ground water conditions encountered in the exploratory test pits and preliminary recommendations for foundation systems, allowable bearing capacity, and design and construction criteria. This report was prepared from data developed during our field and laboratory investigations and our experience with similar projects and subsurface conditions in the area. The recommendations presented in this report are based on a residence being constructed on the lot and are preliminary in nature. We must be contacted by the contractor and/or owner to review our recommendations when final plans for the structure - and site plan for the residence have been completed. A summary of our findings and preliminary conclusions is presented below. EXECUTIVE SUMMARY 1. The subsurface conditions encountered in the exploratory test pits varied. The subsurface conditions consisted of approximately 1.5 to 2.0 feet of topsoil underlain by a stiff, sandy, silty clay to varying depths of 4.0 to 5.0 - feet. Below the silty clay in exploratory test pits TP -1 and TP -2, to the February 20, 2003 KOECHLEIN CONSULTING ENGINEERS, INC Job No. 03 -014 Consulting Geotechnical Engineers maximum depth explored of 15.0 feet in TP -1 and to a depth of 11.0 feet in TP -2, the subsurface conditions consisted of a dense to very dense, clayey sand with gravel, cobble and boulders. Below the clayey sand in TP -2 and the silty clay in TP -3, the subsurface conditions consisted of a soft to very hard, sandstone bedrock. Practical trackhoe refusal was encountered on the very hard sandstone in exploratory, test pit TP -2 at 12.0 feet and in TP -3 at 8.0 feet. Laboratory test results indicated that the silty clay has a very low swell potential. 2. At the time of this investigation, no free ground water was encountered in the exploratory test pits to the maximum depth explored of 15.0 feet. 3. We anticipate that the subsurface conditions at the proposed foundation elevation will consist of natural, silty clay; clayey sand with gravel, cobble and boulders or sandstone bedrock. In our opinion, the clayey sand with gravel, cobble and boulders; or sandstone bedrock will support spread footings for the proposed residence. However, if both materials are encountered within the foundation excavations for the residence, special precautions should be followed. Refer to the FOUNDATION section of this report for more details. 4. The subsurface conditions encountered at the proposed floor slab elevation consisted of topsoil underlain by natural, silty clay; clayey sand; or sandstone bedrock. In our opinion, slabs -on -grade may be constructed on the natural, silty clay; clayey sand ;or sandstone bedrock with a low risk of movement. Refer to the FLOOR SLABS section of this report for more details. 5. Fill placement, open cuts and excavations require precautions as outlined in this report in order to maintain the stability of slopes and sides of excavations. 6. Because cobble, boulders and very hard sandstone were encountered at this site, heavy -duty excavation equipment will be required to complete the required excavations. Pockets of very hard sandstone may require blasting or chiseling in order to complete the necessary excavations. 7. Drainage around the residence should be designed and constructed to provide for rapid removal of surface runoff and avoid concentration of water adjacent to foundation walls. 2 February 20, 2003 KOECHLEIN CONSULTING ENGINEERS, INC Job No. 03 -014 Consulting Geotechnical Engineers 8. The potential for radon gas is a concern in the area. Building design should include ventilation systems for below grade areas such as crawl spaces and basements. SITE CONDITIONS The proposed residence will be located on Lot 5 in the Lia Zneimer Subdivision in Vail Colorado. The north side of the building envelope will be accessed from an extended driveway off of Buffehr Creek Road, which is located to the southeast of the lot. At the time of this investigation, the site was undeveloped. A large natural drainage gully is located to the west of the building envelope. The building envelope slopes down steeply down towards the southeast at an approximate grade of 40 to 45 percent. Vegetation on the building envelope consists of shrubs, aspen trees, and sparse grasses. PROPOSED CONSTRUCTION At the time of this investigation, plans for the proposed residence were not available. We anticipate that a two -story residence with a walkout basement and slab -on- grade floors will be constructed in the building envelope. We anticipate that the proposed residence will be of wood frame construction with cast -in -place concrete foundations and slab -on -grade floors. We anticipate that excavations of 10 feet may be necessary for construction of the proposed residence. Maximum column and wall loads were assumed to be those normally associated with residential structures. 3 February 20, 2003 KOECHLEIN CONSULTING ENGINEERS, INC Job No. 03 -014 Consulting Geotechnica! Engineers GEOLOGIC HAZARDS INVESTIGATION A geologic hazards investigation was outside the scope of this investigation. We recommend that the owner review the Town of Vail regulations to determine whether a geologic hazards investigation has been performed previously for this subdivision or site. If a geologic hazards investigation has not been performed for this site, we recommend that a professional geologist registered in the state of Colorado be contacted to perform this service. INVESTIGATION Subsurface conditions were investigated for this building envelope on February 17, 2003, by excavating three exploratory test pits with a trackhoe at the locations shown on the Locations of Exploratory Test Pits, Fig. 2. An engineer from our office was on the site to observe the excavating of the exploratory test pits and visually classify and document the subsurface soil, bedrock and ground water conditions. A description of the subsurface soils and bedrock observed in the exploratory test pits is shown on the Logs of Exploratory Test Pits, Fig. 3; and on the Legend of Exploratory Test Pits, Fig. 4. Representative soil samples obtained from the exploratory test pits were tested in our laboratory in order to determine their natural moisture content, gradation properties and swell - consolidation properties. The results of the laboratory tests are presented on the Logs of Exploratory Test Pits, Fig. 3; on the Gradation Test Results, Fig. 5; on the 0 O February 20, 2003 KOECHLEIN CONSULTING ENGINEERS, INC. Job No. 03 -014 Consulting Geotechnical Engineers Swell- Consolidation Test Results, Fig. 6; and on the Summary of Laboratory Test Results, Table I. SUBSURFACE CONDITIONS The subsurface conditions encountered in the exploratory test pits varied. The subsurface conditions consisted of approximately 1.5 to 2.0 feet of topsoil underlain by a red - brown, slightly moist, stiff, sandy, silty clay to varying depths of 4.0 to 5.0 feet. Below the silty clay in exploratory test pits TP -1 and TP -2, to the maximum depth explored of 15.0 feet in TP -1 and to a depth of 11.0 feet in TP -2, the subsurface conditions consisted of a red - brown, slightly moist, dense to very dense, clayey sand with gravel, cobble and boulders. Below the clayey sand in TP -2 and the silty clay in TP -3, the subsurface conditions consisted of a red to olive tan, dry, soft to very hard, sandstone bedrock. Practical trackhoe refusal was encountered on the very hard sandstone in exploratory test pit TP -2 at 12.0 feet and in TP -3 at 8.0 feet. Laboratory test results indicated that the silty clay has a very low swell potential. At the time of this investigation, no free ground water was encountered in the exploratory test pits to the maximum depth explored of 15.0 feet. In recent years, radon gas has become a concern. Radon gas is a colorless, 5 0 0 • February 20, 2003 KOECHLEIN CONSULTING ENGINEERS, INC. Job No. 03 -014 Consulting Geotechnical Engineers odorless gas that is produced by the decay of minerals in soil and rock. The potential for radon gas in the subsurface strata of mountain terrain is likely. Since excavations for lower levels in the residence are anticipated, we suggest that the building be designed with ventilation for below grade areas. EXCAVATIONS We anticipate that excavations up to 10 feet in depth will be required for construction of the proposed residence. Because cobble, boulders and very hard sandstone were encountered at this site, heavy -duty excavation equipment will be required to complete the required excavations. Pockets of very hard sandstone may require blasting or chiseling in order to complete the necessary excavations. Care needs to be exercised during construction so that the excavation slopes remain stable. The subsurface soils, which consisted of the silty clay; clayey sand with gravel, cobble and boulders; and weathered sandstone classify as Type B soils in accordance with OSHA regulations. Non - weathered sandstone classifies as Type A soils U in accordance with OSHA regulations. OSHA regulations should be followed in all excavations and cuts. 19 o ° February 20, 2003 KOECHLEIN CONSULTING ENGINEERS, INC Job No. 03 -014 Consulting Geoteehnical Engineers GROUND WATER At the time of this investigation, ground water was not encountered in the exploratory test pits to the maximum depth explored of 15.0 feet. Based on the conditions exposed within the test pits, we do not anticipate that ground water will adversely influence the construction of the proposed residence. However, our investigation was performed during a dry time of the year. It is possible that ground water may be encountered during wetter times of the year. If ground water is encountered within excavations for the residence, the ground water can typically be controlled by shallow trenches on the outside of the foundation for the residence. The shallow trenches should be sloped down to a sump pit, where the water can be removed by pumping or to a gravity. outlet. If ground water is encountered within the excavation for the residence, we must be contacted to provide specific recommendations at that time. FOUNDATION The subsurface conditions at the foundation elevation consist of the silty clay; clayey sand with gravel, cobble and boulders; or sandstone bedrock. In our opinion, the proposed residence may be supported by a spread footing foundation system bearing on the natural, clayey sand or sandstone bedrock. However, we do not recommend that the proposed residence be constructed on a combination of these materials. If the residence is partially constructed on the natural soils and partially on bedrock, large differential 7 February 20, 2003 KOECHLEIN CONSULTING ENGINEERS, INC Job No. 03 -014 Consulting Geotechnical Engineers movements could occur. To limit the risk of large differential movements from occurring we recommend that the foundation for the proposed residence be constructed either entirely on the natural clayey sand with gravel, cobble and boulders or entirely on the sandstone bedrock. When final plans for the residence have been completed, we should be contacted to study the proposed foundation elevations and review our recommendations presented in this report. Additional investigation may be necessary to further define the depths of the bedrock surface beneath the proposed building footprint. We recommend that the spread footing foundation system be designed and constructed to meet the following criteria: 1. Footings should be supported by the natural, clayey sand; sandstone bedrock; or properly moisture conditioned and compacted fill, as described below in Items 10 and 12. Footings should not be partially constructed on a clayey sand and partially constructed on the sandstone bedrock. 2. Footings should extend below the topsoil and silty clay and any exposed soft surface soils and should be supported by the undisturbed, natural, clayey sand. On this site we recommend that the footings be constructed at a minimum depth of 3.0 feet from the existing ground surface. 3. Spread footings constructed entirely on the natural, clayey sand may experience up to 0.5 inches of differential movement between foundation elements. Because the soils are granular in nature, we anticipate that the majority of the differential settlement will occur during construction. 4. Spread footings constructed entirely on the sandstone bedrock should experience less than 0.25 inch of differential movement between foundation elements. 5. We recommend wall and column footings be designed for a maximum allowable soil bearing pressure 3,500 psf. o Q February 20, 2003 XOECHLEIN CONSULTING ENGINEERS, INC. Job No. 03 -014 Consulting Geotechnical Engineers 6. Wall footings and foundation walls should be designed to span a distance of at least 10.0 feet in order to account for anomalies in the soil or fill. 7. Foundation wall backfill should not be considered for support of load bearing footings. Footings should be stepped and supported by undisturbed natural soils and should not be constructed on foundation wall backfill. Foundation walls or grade beams should be designed to span across an excavation backfill zone and should not be constructed with footings within this zone. 8. The base of the exterior footings should be established at .a minimum depth below the final exterior ground surface, as required by the local building code. We believe that the depth for frost protection in the local building code in this area is 3-6-feet. 14' 9. Column footings should have a minimum dimension of 24 inches square and continuous wall footings should have a minimum width of 16 inches. Footing widths may be greater to accommodate structural design loads. 10. We anticipate that cobbles and boulders could be encountered at the foundation elevation, if foundations are constructed on the natural clayey sand. Removal of the cobbles and boulders may result in depressions and rough bottoms in the excavation. The resulting depressions can be backfilled with compacted backfill or lean concrete. 11. Fill to be placed on the downhill side of the residence must be engineered by our office prior to placement. 12. Fill should be placed and compacted as outlined in the COMPACTED FILL section of this report. We recommend that a representative of our office observe and test the placement and compaction of structural fill used in foundation construction. It has been our experience that without engineering quality control, poor construction techniques can occur which result in poor foundation performance. 13. A representative of our office must observe the completed foundation excavation. Variations from the conditions described in this report, which were not indicated by our test pits, can occur. The representative can observe the excavation to evaluate the exposed subsurface conditions. E February 20, 2003 O XOECHLEIN CONSULTING ENGINEERS, INC Job No. 03-014 Consulting Geotechnical Engineers FLOOR SLABS We anticipate that the residence will be constructed with slabs -on- grade. The subsurface soils at the floor slab elevations may consist of topsoil, silty clay, clayey sand or sandstone bedrock. The existing topsoil is not suitable for support of slab -on -grade floors and must be removed from all construction areas prior to construction. In our opinion the natural, silty clay, clayey sand or sandstone may support slabs -on -grade with a low risk of movement. We recommend the following precautions for the construction of slab -on -grade floors at this site: 1. Slabs may be placed on the natural, silty clay; clayey sand; sandstone; or compacted fill. All existing topsoil beneath slabs -on -grade should be removed prior to construction of floors. 2. We anticipate that cobbles and boulders could be encountered at the floor slab elevations. The removal of cobbles and boulders may result in depressions and rough bottoms in the excavation. Fill may be placed and compacted beneath the slabs -on -grade to fill in depressions and act as a leveling course for the slabs. 3. Slabs should be separated from exterior walls and interior bearing members. Vertical movement of the slab should not be restricted. 4. Exterior slabs should be separated from the building. These slabs should be reinforced to function as independent units. Movement of these slabs should not be transmitted directly to the foundations or walls of the structures. 5. Frequent control joints should be provided in all slabs to reduce problems associated with shrinkage. 10 February 20, 2003 Job No. 03 -014 KOECHLEIN CONSULTING ENGINEERS, INC. Consulting Geotechnical Engineers 6. Fill beneath slabs -on -grade may consist of on -site soils free of deleterious material or approved fill. Fill should be placed and compacted as recommended in the COMPACTED FILL section of this report. Placement and compaction of fill beneath slabs should be observed and tested by a representative of our office. FOUNDATION DRAINAGE Surface water, especially that originating from snowmelt, tends to flow through relatively permeable backfill _typically found adjacent to foundations. The water that flows through the fill collects on the surface of relatively impermeable soils occurring at the foundation elevation. Both this surface water and possible ground water can,cause wet or moist below grade conditions after construction. Since we anticipate below grade areas, we recommend the installation of a drain along the below grade foundation walls. The drain should consist of a 4 -inch diameter perforated pipe encased in free draining gravel and a manufactured wall drain. The drain . should be sloped so that water flows to a sump where the water can be removed by pumping, or to a positive gravity outlet. Recommended details for a typical foundation wall drain are presented in the Typical Wall Drain Detail, Fig. 7. LATERAL WALL LOADS We anticipate that wails will be planned which may require lateral earth pressures for design. Lateral earth pressures depend on the type of backfill and the height and type of wall. Walls, which are free to rotate sufficiently to mobilize the strength of the 11 ® 0 • February 20, 2003 KOECHLEIN CONSULTING ENGINEERS, INC. Job No. 03 -014 Consulting Geotechnical Engineers backfill, should be designed to resist the "active" earth pressure condition. Walls, which are restrained, should be designed to resist the "at rest" earth pressure condition. Basement walls are typically restrained. The following table presents the lateral wall pressures that may be assumed for design. Earth Pressure Condition Equivalent Fluid Pressure' (pcf) Active 45 At -rest 60 Passive 300 Notes: 1. Equivalent fluid pressures are for a horizontal backfill condition with no hydrostatic pressures or live loads. 2. A coefficient of friction of 0.4 may be used at the base of footings to resist lateral loads. Special precautions involving increased site loading due to retaining walls and fill must taken for this site. Construction plans for retaining walls and fill must be submitted to our office for evaluation and determination of compliance with the recommendations of this report prior to construction. Backfill placed behind or adjacent to foundation walls and retaining walls should be placed and compacted as recommended in the COMPACTED FILL section of this report. Placement and compaction of the fill must be observed and tested by a representative of our office. 12 O 0 February 20, 2003 KOECHLEIN CONSULTING ENGINEERS, INC. Job No. 03 -014 Consulting Geotechnica! Engineers RETAINING WALLS Due to the slope of the lot, it is possible that retaining walls may be constructed for the proposed project. If retaining walls are to be constructed, in order to reduce the possibility of developing hydrostatic pressures behind retaining walls, a drain should be constructed adjacent to the wall. The drain may consist of a manufactured drain system and gravel. The gravel should have a maximum size of 1.5 inches and have a maximum of 3 percent passing the No. 200 sieve. Washed concrete aggregate will be satisfactory for the drainage layer. The manufactured drain should extend from the bottom of the retaining wall to within 2 feet of subgrade elevation. The water can be drained by a perforated pipe with collection of the water at the bottom of the wall leading to a positive gravity outlet. A typical detail for a retaining wall drain is presented in the Typical Retaining Wall Drain Detail, Fig. 8. SURFACE DRAINAGE Reducing the wetting of structural soils and the potential of developing hydrostatic pressure behind below grade walls can be achieved by carefully planned and maintained surface drainage. We recommend the following precautions be observed during construction and maintained at all times after the residence is completed: 1. Wetting or drying of the open excavation should be minimized during construction. 13 February 20, 2003 KOECHLEIN CONSULTING ENGINEERS, INC. Job No. 03 -014 Consulting Geotechnical Engineers 2. All surface water should be directed away from the top and sides of the excavation during construction. 3. The ground surface surrounding the exterior of the residence should be sloped to drain away from the building in all directions. We recommend a slope of at least 12 inches in the first 10 feet. 4. Backfill, especially around foundation walls, should be placed and compacted as recommended in the COMPACTED FILL section of this report. 5. Surface drainage for this site should be designed by a Professional Civil Engineer. IRRIGATION Sprinkler systems installed next to foundation walls or sidewalks could cause consolidation of backfill below and adjacent to these areas. This can result in heaving of ,lightly loaded structures over the expansive silty clay or settling of exterior steps, patios and/or sidewalks over backfilled areas. We recommend the following precautions be followed: 1. Xeriscape landscaping should be considered for this site. If a sprinkler system is used do not install a sprinkler system next to foundation walls. The sprinkler system should be at least 10 feet away from the residence and its use should be minimized. 2. Sprinkler heads should be pointed away from the structure or in a manner that does not allow the spray to come within 10 feet of the residence. 3. The landscape around the sprinkler system should be sloped- so that no ponding occurs at the sprinkler heads. 4. If shrubs or flowers are planted next to the residence, these plants should be hand watered. 14 a o February 20, 2003 KOECHLEIN CONSULTING ENGINEERS, INC. Job No. 03 -014 Consulting Geotechnical Engineers 5. Install landscaping geotextile fabrics to inhibit growth of weeds and to allow normal moisture evaporation. We do not recommend the use of a plastic membrane to inhibit the growth of weeds. 6. Control valve boxes, for automatic sprinkler systems, should be at least 10 feet away from the structure and periodically checked for leaks and flooding. COMPACTED FILL Special precautions should be taken involving fill placement on this site. Fill areas should be engineered due to the steepness of the site. We should study construction plans including fill placement prior to construction to determine compliance with our recommendations and to provide additional recommendations, if required, for fill placement. Fill depths, particularly on the downhill side of the residence, should be limited to 2 feet above the natural ground surface and the placement must be approved and observed by a representative of our office. Structural fill for this project may consist of the on -site clayey sand with gravel, cobble and boulders; crushed sandstone; or approved imported granular fill. The imported fill may consist of non - expansive silty or clayey sands or gravels with up to 20 percent passing the No. 200 sieve and a maximum plasticity index of 10. No cobbles,` boulders or sandstone fragments larger than 6 inches should be placed in fill areas. Fill areas should be stripped of all vegetation and topsoil, scarified, and then compacted. Topsoil and the silty clay soil may be used in landscape areas. Fill should be placed in 15 . 0 0 February 20, 2003 KOECHLEIN CONSULTING ENGINEERS, INC Job No. 03 -014 Consulting Geotechnical Engineers thin loose lifts then moisture treated and compacted as shown in the following table. The recommended compaction varies for the given use of the fill. We recommend the contractor and/or owner contact us so that a representative from our office can observe and test the placement and compaction of structural fill. Fill placed below foundations, behind retaining walls, or below slabs -on -grade is considered structural. It has been our experience that without engineering quality control, inappropriate construction techniques can occur which result in poor foundation and slab performance. LIMITATIONS Although the exploratory test pits were located to obtain a reasonably accurate determination of subsurface conditions, variations in the subsurface conditions are always 16 Recommended Compaction Percentage of the Percentage of the Percentage of the Use of Fill Standard Proctor Modified Proctor Optimum Maximum Dry Maximum Dry Moisture Content Density Density (ASTM D -698 (ASTM D -698) (ASTM D -1557) or D- 1557)' Below Structure Foundations 98 95 -2 to +2 Below Slabs -On -Grade 95 90 -2 to +2 Retaining Wall Backfill 95 90 -2 to +2 Utility Trench Backfill 95 90 -2 to +2 Backfill (Non- Structural) 90 90 -2 to +2 Notes: 1. For clay soils the moisture content should be 0 to +2 percent of the optimum moisture content. For granular soils the moisture content should be —2 to +2 of the optimum moisture content. We recommend the contractor and/or owner contact us so that a representative from our office can observe and test the placement and compaction of structural fill. Fill placed below foundations, behind retaining walls, or below slabs -on -grade is considered structural. It has been our experience that without engineering quality control, inappropriate construction techniques can occur which result in poor foundation and slab performance. LIMITATIONS Although the exploratory test pits were located to obtain a reasonably accurate determination of subsurface conditions, variations in the subsurface conditions are always 16 • a February 20, 2003 KOECHLEIN CONSULTING ENGINEERS, INC. Job No. 03 -014 Consulting Geotechnical Engineers possible. Any variations that exist beneath the site generally become evident. during excavation for the structure. Therefore, we must be contacted by the contractor and/or owner so that a representative of our office can observe the completed excavations to confirm that the soils are as indicated by the exploratory test pits, and to verify our foundation and floor slab recommendations. In addition, the final construction plans including fill placement should be submitted to our office for study to determine compliance with the recommendations presented in this report or to provide required additional recommendations prior to construction. After our study of the construction plans, we may find it necessary to perform additional investigation in order to further define the depth of the underlying sandstone bedrock surface. The placement and compaction of fill, as well as installation of foundations, should also be observed and tested. The preliminary design criteria and subsurface data presented in this report are valid for 3 years from the date of this report. 17 • 0 ' February 20, 2003 KOECHLEIN CONSULTING ENGINEERS, INC Job No. 03 -014 Consulting Geotechnical Engineers We appreciate the opportunity to provide this service. If we can be of further assistance in discussing the contents of this report or in analyses of the proposed structure from a soils and foundation viewpoint, please contact our office. KOECHLEIN CONSULTING ENGINEERS, INC. o' 33822 ' • w cc 9: F Scott B. Myers, P.E. Senior Engineer Reviewed by: William H. Houlette, P.E. Senior Engineer (4 copies sent) M1 ■ ■-, KOE%-..L.EIN CONSULTING ENGINEERS, INC. Consulting Geotechnical Engineers NOT TO SCALE VICINITY MAP JOB NO. 03 -014 FIG. 1 NOT TO SCALE • Z w' c . W J F- KOQHLEIN CONSULTING ENGINEERS, INC. Consulting Geotechnical Engineers TP -3 LOCATIONS OF EXPLORATORY TEST PITS JOB NO. 03 -014 FIG. 2 LOT 5 -1 PROPOSED RI III n1mr_ J J M C7 � C7 Z H U i X W I I NOT TO SCALE • Z w' c . W J F- KOQHLEIN CONSULTING ENGINEERS, INC. Consulting Geotechnical Engineers TP -3 LOCATIONS OF EXPLORATORY TEST PITS JOB NO. 03 -014 FIG. 2 LOT 5 -1 PROPOSED RI III n1mr_ „ KOECh. AN CONSULTING ENGINEERS, INC. Consulting Geotechnical Engineers TP -1 TP -2 TP -3 APP.EL.8270 APP.EL.8259 APP.EL.8268 0 �� NO � 0 WC .7 �. 5 DID 104 ”' 5 p o bcSap Q' " 10 cz.o a o 10 pbQ s�aa Q' P a d WC=8 15 -200=37 15 F- LU m w LL Z = - 20 20 2 Z F- m a m w m L 25 25 3e] 35 G JOB NO. 03 -014 30 35 .m LOGS OF EXPLORATORY TEST PITS FIG. 3 KOECHLEIN CONSULTING ENGINEERS, INC. Consulting Geotechnical Engineers LEGEND: TOPSOIL CLAY, Silty, Sandy, Scattered gravel, Slightly moist, Stiff, Red - brown. SAND, Clayey, Gravelly, With cobble and boulders, Slightly Q moist, Dense to very dense, Red - brown. ® SANDSTONE, Weathered to non - weathered, Dry, Soft to very hard, Red to olive -tan. T REFUSAL. Indicates practical trackhoe refusal. HAND DRIVE SAMPLE. Indicates 2.0 inch diameter brass liner driven into the soil by a hammer. N BULK SAMPLE. Obtained from auger cuttings. Notes: 1. Exploratory borings were excavated on February 17, 2003 using a trackhoe. 2. No free ground water was encountered at the time of excavating. 3. The Test Pit Logs are subject to the explanations, limitations, and conclusions as contained in this report. 4. Laboratory Test Results: WC - Indicates natural moisture ( %1 DD - Indicates dry density (pcf) -200 - Indicates percent passing the No. 200 sieve ( %) 5. Approximate elevations are based on stepped off locations of the test pits in the field and the existing topographic map of the subdivision, provided by Cottle Graybeal Yaw Architects. LEGEND OF EXPLORATORY TEST PITS JOB NO. 03 -014 FIG. 4 KOECHLEIN CONSULTING ENGINEERS 12 in 3/6 in. #d #10 0 #30 #d0 #60 #100 #1a0 9200 100 0 90 10 80 20 70 30 z_ m n 60 cq Q 40 m z a � 50 50 x z m w D 40 60 z w m a 30 70 20 80 10 90 p 100 200 100 10 1 0.1 0.01 0.001 DIAMETER OF PARTICLE IN MM + 3" GRAVEL SAND SILT CLAY Sample of SAND, Clayey, Gravelly GRAVEL 13 % SAND 50 % Source TP -1 Sample No. Elev. /Depth 15.0 feet SILT & CLAY 37 % LIQUID LIMIT % PLASTICITY INDEX % Sample of Source GRAVEL % SAND % SILT & CLAY _ % LIQUID LIMIT % PLASTICITY INDEX % Sample No. Elev. /Depth GRADATION TEST RESULTS Job No. 03 -014 FIG. 5 -1 KOECHLEIN CONSULTING ENGINEERS 0 1 I WATER ADDED I 2 3 C C 4 N U N a 5 6 7 8 9 1010 II 20 Pressure, p, ksf Sample of CLAY, Silty Natural Dry Unit Weight= 103.6 (pcf) Source TP -1 Sample No. Elev. /Depth 4.0 feet Natural Moisture Content= 7 % SWELL- CONSOLIDATION TEST RESULTS Job No. 03 -014 FIG. 6 u KOt%_HLEIN CONSULTING ENGINEERS, INC. Consulting Geotechnical Engineers CLAYEY BACKFILL 10 1 -1 I la I - II I COMPACTED BACKFILL EDGE OF EXCAVATION (EXCAVATE AS PER OSHA REGULATIONS) FILTER FABRIC GRAVEL 12 "� PERFORATED PIPE J NOTES: MANUFACTURED WALL DRAIN -BELOW GRADE WALL WATERPROOFING _-PLASTIC SHEETING --- -+ — 12" MIN. 1. DRAIN SHOULD BE AT LEAST 12 INCHES BELOW TOP OF FOOTING AT THE HIGHEST POINT AND SLOPE DOWNWARD TO A POSITIVE GRAVITY OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING. 2. EXCAVATIONS ADJACENT TO FOOTINGS SHOULD BE CUT AT A 1 TO 1 (HORIZONTAL TO VERTICAL) OR FLATTER SLOPE FROM THE BOTTOM OF THE FOOTINGS. EXCAVATIONS ADJACENT TO FOOTINGS SHOULD NOT BE CUT VERTICALLY. 3. THE DRAIN SHOULD BE LAID ON A SLOPE RANGING BETWEEN 1/8 INCH AND 1/4 INCH DROP PER FOOT OF DRAIN. 4. GRAVEL SPECIFICATIONS: WASHED 1.5 INCH TO NO. 4 GRAVEL WITH LESS THAN 3% PASSING THE NO. 200 SIEVE. 5. THE BELOW GRADE CONCRETE FOUNDATION WALLS SHOULD BE PROTECTED FROM MOISTURE INFILTRATION BY APPLYING A SPRAYED ON MASTIC WATERPROOFING OR AN EQUIVALENT PROTECTION METHOD. TYPICAL WALL DRAIN DETAIL JOB NO. 03 -014 FIG. 7 KOECHLEIN CONSULTING ENGINEERS, INC. Consulting Geotechnical Engineers CLAYEY BACKFILL (� 1 0 — MANUFACTURED III -II WALL DRAIN 11 I - Il iil l COMPACTED BACKFILL RETAINING WALL N EDGE OF EXCAVATION (EXCAVATE AS PER OSHA REGULATIONS) WATERPROOFING FILTER FABPIC ---� 1 1 I PERFORATED PIPE NOTES: 1. DRAIN SHOULD BE SLOPED DOWNWARD TO A POSITIVE GRAVITY OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING. 2. THE DRAIN SHOULD BE LAID ON A SLOPE RANGING BETWEEN 1/8 INCH AND 1/4 INCH DROP PER FOOT OF DRAIN_ 3. GRAVEL SPECIFICATIONS: WASHED 1.5 INCH TO NO. 4 GRAVEL WITH LESS THAN 3% PASSING THE NO. 200 SIEVE. 4. THE BELOW GRADE CONCRETE FOUNDATION WALLS SHOULD BE PROTECTED_ FROM MOISTURE INFILTRATION BY APPLYING A SPRAYED ON MASTIC WATERPROOFING OR AN EQUIVALENT PROTECTION METHOD. TYPICAL RETAINING WALL DRAIN DETAIL JOB NO. 03 -014 FIG. 8 W H C N Q O O 0 m U d a) i N 0 Z U Z W w Z_ 0 z W cD z J z O U Z W J U W O Y O O O Z co O a� � L � O CIO Q z .. w A. C/) O z w Z v1 C/) O C) Q' N c � � x U W 0 W � Q H �w w � z Q a w �oc ¢o z� o 0 Q C/� r-a C N Q O O 0 m U d a) i N 0 Z U Z W w Z_ 0 z W cD z J z O U Z W J U W O Y O O O Z co O 7- 27- 04;11:16AM;SPERSERG if ASSOC. O ;9708457339 # 1/ 3 SPERBERG & ASSOCIATES PC tic ATTORNEYS AND COUNSELORS AT LAW &"' WELLS FARGO CENTER, SUITE 205 70 BENCHMARK ROAD P. O. BOX 3420 AVON, CO 81620 Robert L. Sperberg, Esq r_perberg0colomtnlaw. com TELEPHONE: 970 - 845 -0200 FAX: 970- 845 -7339 I L Kelly C. Paulsen, Paralegal kpaulsen@colomtnlaw.com Kathleen A. Morse, Paralegal lanorseCacolomtnlaw. com FACSIMILE TRANSMISSION To: Charlie Davis Original VIA Mail: no Company: Town of Vail: Building Department Fax No.: 479 -2452 1 From: Crystal Albans Secretary Total No. of Pages, including Cover page: 3 Date: July 27, 2004 Re: Brandt access to Lot 5 across Lot 6; Eleni Zneimer Subdivision This facsimile transmission is intended for the sole use of the individual or entity to which it is addressed, and may contain information that is privileged, confidential and/or exempt from disclosure under applicable law. You are hereby notified that any dissemination, distribution or duplication of this transmission by someone other than the intended recipient or designated agent of the intended recipient is strictly prohibited. If you have received this transmission in error, please notify us immediately by collect call to (970) 845 -0200, and send the original transmission to us at the above address by return mail. Thank you in advance. 7- 27- 04;11:16AM;SPERBERG AND ASSOC. h SPERBERC & ASSOCIATES PC ak)VWJ� aad aamelora all Yaw July 27, 2004 ROBERT L. SP ERBERG VIA E -MAIL KELLY C. PAULSEN Chip Coppola, Esq. PARALEGAL 7132 Havenwood Castle Rock, CO 80108 9708457339 # 2/ 3 Re: Brandt access to Lot 5 across Lot 6; Eleni Zneimer Subdivision. Dear Chip: I received your response to my earlier e-mail, and do not understand your reference to an "extension" fee. Buffehr Creek Partners did not ask for an WELLS FARGO extension fee in its offer to permit the Brandts continued use of the access SUITE 205 across Lot 6. Assuming that you meant that the "extension" fee, in lieu of 70 BENCHMARK RD accepting the five provisions of my offer of July 20, 2004, was all that the P.O. Box 3420 Brandts should contribute for an extension, that proposal is totally AVON, COLORADO 81 620 unacceptable to Buffehr Creek Partners. As it stands now, Shaeffer Construction Company is trespassing on Buffehr Creek Partners' property every time it uses the access to Lot 5 across Lot 6, and Buffehr Creek expects to hold Shaeffer responsible for such trespass. This letter is our final demand to cease the trespass before we take positive action for damages and an injunction against farther trespass. 970-845 -0200 On another subject, Buffehr Creek Partners has learned that Shaeffer 970 -845 -7339 FAX Construction's request for an extension dated July 6, 2004 was due to expanded boulder work for landscaping and not for the home itself. Now it appears that they are beginning to soil nail in a manner that will encroach into the utility easement at the West side of the Brandts' property, under Lot 4 to the North and possibly into USFS land to the West. Although the Declaration for the property requires that the Brandts get approval for such action, no such approval has been sought nor has any such approval been sought from the Town of Vail, the utility companies involved or the USFS (if nails will actually encroach on its property). It is our further understanding that the Town of Vail has not received any plan revision submittals regarding the expanded boulder work and/or soil nailing. 7- 27- 04;11:16AM;SPERBERG / D ASSOC. Is ;9708457339 # 3/ 3 h�N A l l Please be advised that the Brandts do not have permission to install any soil nails under or upon Lot 4. Further, the Town of Vail Planning Department stipulated in discussions with the Brandts' architect that any landscaping on the surface area within the boundaries of Lot 4 is at the Brandts' risk and can be removed by the owner of Lot 4 at any time in the future if that landscape encroachment is needed for access or construction on Lot 4, or for general landscaping of Lot 4. Any further trespass by the Brandts upon Lot 6 or Lot 4 will be willful and with full knowledge of Buffehr Creek Partners' objection and prohibition of such activities. Thus, in any action against the Brandts or Shaeffer Construction Company, Buffehr Creek Partners will seek exemplary damages and award of its attorney's fees and costs. Please advise me immediately if the Brandts desire to pursue any further negotiation with Buffehr Creek Partners before we take action. Thank you in advance for your anticipated cooperation and professional courtesy. Very truly yours, /s/ Robert L. Sperberg Robert L. Sperberg Cc: Shaeffer Construction Company (by facsimile copy). Town of Vail Planning Department, Building Department and Public Works Department FAX N0, 971 91208 P. 01 , TOR PERMIT APPLI+C.A,.TIONEB 0 3 Jurisdictiou VEC OGI - - Plication f;t Permit 9 � Addi l - /(3/ 6) fC.L�lt<r�'C. fling A:d dre , : ;s: 'L�_� °' >�' " �itftll "� ;Oia't�'r"i9d:er➢L': ~ry rILC F�' /,rl.i� �� c7 "Z � �c:i,r'1G�' ilia; Acidro ; ;s:Y7h�Ci1J >, /ill / "i f'.�l�J �r_� -- . - ty ; Iss of Work: U New Instalkition ❑ Major ,Iteration Nr !INL LL ATloy Fl ? FS: Passenger or freight elevator, escalator. moving walk: Up to and including. S50,000.00 of valuation - S350.00 Over 550,000,00 of valuation - S350.00 plus 56.00 for cich S 1,000.00 or ft thcreof over S50.000.00 Pumt Nvaitcr or privnre residence elevator: Up to and including $20,000.00 of valuation - S350,00 Cycr S20,000.00 or Valuation - S2:0.0D plus S".00 for each 31,000.00 or fr_ction thcreof over 530,000.00 Si 4natytre of co:trrrtctar or autitoriz,: -! aizcnt (T)a:c) ���� k��,���,�1N FF�F.S Nes for major nlwrations shall be as set forth in Tablc 3 -A of the Uniform Administmi've Code or Tablc No, I -A of the ------- ••___— - — ---- -• —_ -- Uniform Building Code. Si ;n7rur, of o%� m (Dan:) VALUATION _ //_ -), Tr' raf T4" — �.� _ Date laid Receipt 7,' s NOT t!rtby cenify that I hAve read 106 cx:tmi: cd tbiS t ticarimi nod kttoty il same to be tr a ar,d corl All visioai of laws anal ordinwccs rovr..ning this type of rk will be ccon plic,tl with wh- TTI spccificd hcr�.in or not, %n 1Ya11Tin;, a a I7�nmh does .iut peesume to give authnriry iolatC Or CA,7e rtle l }f(5k15161'tS of any outer sratc or local uli i3trmcdon or ilia: periorrnance of corttrii'u en. c � A1,1p c Aion Pp66sed by; _ Approved by: `� PLtrA l rtvi iv Approved by: Date: F'l�rvotor Phin "e•view and Field inspectiom will be conducted by the Northwest Colorado Council of Gover'rttmn(s. 1: will ba forty ;irded to PAVC COG for review and approval. Schedule Inspections by t ".t)Ittact'il] the 1 41VC:COCY Flevator inspector at (9 0) •168-0295 x 108, Please make checki payable to NMI CCOG- FEB -07 -2005 MON 09:15 AM NWC0 05-23-2005 ln8peC Re Re ng Page 27 11 4:48 om _ rel - eftv Requested Inspect Date: Tuesday, May 24, 2005 Inst edon GCO ,to l A ddress: 1722 BUFFEHR CREEK RD VAIL 1722 Buffohr Creek Road F 1 Ad EG"101 Type: S-ELEC Sub =: NSFR Stabs: ISSUED Const "TW*: Occupancy: Insp Area: GCD : Scott & Claudine Brandt Phone: 303-864 -9016 Applicant R & A ENTERPRISES OF CARBONDALE Phone: (970) 946-6600 Conftctor: R & A ENTERPRISES OF CARBONDALE Phone: (970) 945-6500 Description. WRING OF Now single family with EHU and 3-car garage Reau item: 190 ELEC-Final Requestor: R & A ENTERPRISES OF CARBONDALE Comments: PM Assigned TO: Action: WWA Exp: 2.. (A �4' S Hlstory .#Am i10 ELEC-Temp. Power Item: 120 ELEC-Rough Approved 11105104 inspector: 99 comment Item: 130 ELECCondult Item: 140 ELFC4Asc. 96/22104 1 clor: eg Convusirt Pvc r: eg 012M EE comment now Service Item: 190 ELEC-Flnel i Reque,slod T(me: 01:30 PM w *AW,on*: 1970) 946-6500 -or- 379- 2968 Entered By: DGOLDEN K Action: APPR APPROVED ; �D Z A. c�S � Action: APCR APPROVEIYCORRECTMN REM Action: APPR APPROVED REPT131 Run Id: 3226 0 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 ALARM PERMIT Permit #: A04 -0047 Job Address: 1722 BUFFEHR CREEK RD VAIL Status ...: ISSUED Location.....: 1722 Buffehr Creek Road Applied..: 07/23/2004 Parcel No...: 210312210006 Issued . .: 08/27/2004 Project No 'TM S-D (-70 Expires . .: 02/23/2005 OWNER Scott & Claudine Brandt 07/23/2004 Phone: 303 - 864 -9016 Will Call --------- > 1200 N Lafayette St Payments ------------------ > $388.75 Denver, CO BALANCE DUE--- - - - - -> x*: r*« r**:** a* x: s** r* x**r**** x+**.***** $0.00 �a► : * * *rr ::■•a * * +st « *� *�► * *s * * « *►■ 80218 License: Item: 05600 FIRE DEPARTMENT CONTRACTOR SUPERIOR ALARM AND ELECTRON107 /23/2004 Phone: 970 - 926 -8788 08/26/2004 mvaughan P.O. BOX 2568 EDWARDS,CO. 81632 License: 429 -S APPLICANT SUPERIOR ALARM AND ELECTRONI07 /23/2004 Phone: 970 - 926 - 8788 P.O. BOX 2568 EDWARDS,CO. 81632 License: 429 -S Desciption: INSTALLATION OF MONITORED FIRE SYSTEM IN NEW CONSTRUCTION Valuation: $4,100.00 ************+*** r■* rssr*: s* s* ra** * * * * * * * *■r *:►srrx : * * * * * : * *s * * ** FEE SUMMARY **»* a***** a*********** r *rx►x *r * * * * * * * * * * * * * * * * * * * * * * »* Electrical --------- > $0.00 Total Calculated Fees - -> $388.75 DRB Fee --------- > $0.00 Additional Fees ---------- > $0.00 Investigation ---- > $0.00 Total Permit Fee--- - - - - -> $388.75 Will Call --------- > $3.00 Payments ------------------ > $388.75 TOTAL FEES­ $388.75 r***r x** s*• x• x* r**■ rrs* r*■ rxsx* k►********• e* x* xx** x��x** xs: swxs** r*** x*** BALANCE DUE--- - - - - -> x*: r*« r**:** a* x: s** r* x**r**** x+**.***** $0.00 �a► : * * *rr ::■•a * * +st « *� *�► * *s * * « *►■ Approvals: Item: 05600 FIRE DEPARTMENT 08/26/2004 mvaughan Action: AP CONDITIONS OF APPROVAL 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 ADYOCE BY TELEPHONE AT 479 -2135 FROM 8:00 AM - 5 PM. OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER TOWN OF VAIL, COLORADO Statement Statement Number: 8040006519 Amount: $388.75 08/27/200410:43 AM Payment Method: Check Init: DDG Notation: Superior Alarm & electronics 3677 -----------------------•------------------------------------------------------ Permit No: A04 -0047 Type: ALARM PERMIT Parcel No: 210312210006 Site Address: 1722 BUFFEHR CREEK RD VAIL Location: 1722 Buffehr Creek Road Total Fees: $388.75 This Payment: $388.75 Total ALL Pmts: $388.75 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - BP 00100003111100 - -- ------------------------ - - - - -- ------ FIRE ALARM PERMIT FEES - - - - -- 153.75 PF 00100003112300 PLAN CHECK FEES 232.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 Pr APPLICATION 'VILL NOT BE ACCEPTED IF INCOMPLEI )R UNSIGO - 0 1 7 0 Project #: O i Building Permit #: 00 x- 0211 Alarm Permit #: 970 - 479 -2135 (Inspections) TOWN OF & TOW OF VAIL FIRE ALARM PERMIT APPLICATION Co ercial & Resi ential Fire Alarm shop drawings are required at time of 75 S. Frontage Rd. a ti ittal a in e i or ed on the Vail, Colorado 81657 p f ._Apple O ed wit t this ow ion. Contact Eagle County Assessors Office at 970 -328 -8640 or visit www. eaq /e- county com for Parcel # Parcel # (Required if no bldg. Permit # is provided above) Job Name: g r A 14 n Job Address: Legal Description Lot: Block: Nk Filing: NA IQ Subdivision: 1 ei�I Z 'yyr 5Uhc1. Owners Name: ��t l Address:La etkC St ��211 U - t ;4' Phone: Engineer: Address: Phone: Detailed Location of work: (i.e., floor, unit #, bldg. #) Detailed description of work: I K s It"0A/ M n ►uIV rOL Fi rt 51, , 1t r" I m Ww Co v� S fiYu c tl Work Class: New M Addition ( ) Remodel ( ) Repair ( ) Retro -fit ( ) Other ( ) Type of Bldg.: Single - family (X) Two - family ( ) Multi- family ( ) Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: 1[ — No — .of Accommodation Units in this building: Does a Fire Alarm Exist: Yes( ) No ( Does a Fire Sprinkler System Exist: Yes( ) No( ) COMPLETE VALUATIONS FOR ALARM PERMIT (Labor & Materials) Fire Alarm: $ -// / o 0 , oo CONTRACTOR INFORMATION Fire Alarm Contractor: 9k PP_" or P ( 17)1 LI? �r s Town of Vail g. o.: Z - Contact and Phone #'s: A cc / c? u4 C Contractor Signature: Q OFFICE USE Vd as Subm Itted o Appsvved as Noted 17 N'I Tide: J t 3 200dl RECE! `.1 ML 2 3 C: /eve. yone /forms /alrmperm C 0 =yj 0 z ca E N O 0 , 0 'a O O ;S m 2 -4 G1 � m = ccofmm� N 3 ci n K K F. K , CCD m n. C N :3 y n n n O o 2 m 0 6; m = d n m O N N N N CD CL D� p _ ? co O CD Cl O N c m mz naiCD s(J)CL m mD �v mrr �mrmm �= v' 00 D _ _ N O .=r N CD a; o� S OD Np N 0) c o Ja�pN O �V W y Z N O3 N cn 0117 3 N O O o CA O 4 O On 3 o O 0) W D �3 o m< CO CL 3 o U N O ° v n O N y I 3 CL A v a � CD O O I PO ODON O x O p 0 m Q 3 y Oi C y • aa3 co = CL v, I 0 cn CL g a ,� 3 co a �. .� � 3 v = a Q NO X co K) m W 0 0 00 X 00 cn OD r%) x , N0 �WOOOO,pCD o O I �1 A o �a � I I C. a�Do a ° 3 CD CL a y 3 o < �, _� _ 3 a C D v v x R. o CL m ° . n OD 0 N _ 7 p1 W O O O O O O W W CYO -► O N O W W ? COCC O QD OD OOOtO W N 00000 TOWN OF VAIL FIRE DEPARTMENT PROCESS FOR COMMERCIAL & RESIDENTIAL FIRE ALARM SYSTEMS Commercial and Residential Fire Alarm shop drawing requirements at time of submittal must include the following: A Colorado Registered Engineer's stamp. Device locations on reflected ceiling plans. Typical device wiring diagrams. r Battery calculations. A list of specific device model numbers. .� Equipment cut sheets of each type of device. i The number of each type of device. Information indicating the specific zones. Circuit diagrams. Point to point wiring diagram. Wiring type, size, and number of conductors. The source of AC power circuits. Fire alarm panel locations. Knox Box location. Information indicating monitoring method and monitoring agency. Information regarding property managers and contact numbers. Owner's primary residence location and contact numbers. Instructions for fire alarm system operations and any pertinent T code numbers for proper operations. This check list has been provided to ensure that our review process may be handled in a timely manner. I have read and understand the above listed submittal requirements: Project name: -H� Contractor Signature: Date Signed: — Z-- z — ° �c 08 8® D�0= Mme LL D m 0 m CO - R °- s Q M W • b D ,� m O N a A O N N? 5 , -- . m 0 N O-4 A, -'�o �2° cn may a 2 D -- •� D S OT V 3 ?! TD NTD O rn a -gym -U3 O Q T3 Ta ii n� m nD � C D D C) C N d a a m r s 3 3 n �V a a = r $ D n v m - � n o d �° "3 % n3 �g m3 ° o VI • O$ g 0 C m c pT. C) 0 � -n 20 5 Z 2 91 '= W 9 CL m o "n T 83 3 m V cA d Sod w a N' a d s a m m r g g s N m N p CL 6 c z o o< "•�, ;BRAD°= i ;1 a 3 N f I °z 1 m-i-wm x O 70 lo m m S D D= D y �m Z m9Dc7m�� Z f9 po'�Diim z o c 3 d2 0 ZoQ - ,Omol o �9 OD- -•��OO � D = 1 Dm T O y mN�Omcn � lP �� M)Z m m m D n OI MXO Dl D O 1, D N m Lm z �Dm C D OD -' m0 =b Nzmm ' N Ohm - wz 0 0 a F 00 -4 OZ0 p T MK x - 1 � m m a 7. _ mmz rr �� T c m , any p�0U) �. J mc) m �Dm O y w N' m d N v Q0 O D ri m wO7 `G N Ou(�o Dn 0m (� c O Z ox m Do C) 1 m y O N 0 0 �9n-1 N C Q D m m �y p0pmz nr mmo �Km I O 0 zC D O 0 i� iLc on mmm 2 I iL 0 0� --SAO n �n 0 w > > p m r In m �m m z <Om Cn n 3 a m N w i D 0 f • � O Z < - u C i C) mo 2 ( mD m a OF x o'. z' O n H J (n z m m T D m m N z Z m C O m m m 000 n �o n D D 0 1 O DOOM MOZK ml z m S z zmC) Cm rrnm m m1 Nr m 00 n z Oo Z D D m D D r � Installation Insti .fiction for Power Supervision Module IS Power Supervision Unit 204 - 6V Power Supervision Unit 204 - 12/24V Operating Voltage 5.1 - 15 VDC 204 -6V Operating Current 33 mA @ 6 VDC; 66 mA @ 12 VDC Model 445AT Model 445,AT Contact Rating (resistive) 2 A @ 26 VDC or 115 VAC INSTALLATION INSTRUCTIONS 1. Connect brown initiating leads as indicated such that the end of line alarm alarm last (see wiring diagram) 4. Mount detector according to manufacturers installation contact Power contact Power detector first Sentrol, Inc. Corporate Headquarters: Sentrol. Inc. reserves the right to ESL 12345 SW Leveton Drive change specitications without notice. Tualatin, OR 97062 U.S. & Canada: 800- 547 -2556 01994 Sentrol, Inc. A P R O D U C T OF S E N T R O L. INC 503 - 692 -4052 Technical Support: 800- 648 -7424 S Printed on recycled paper E- 983 -10192 10258 REV .e detector LISTED 4 3 2 1 4 3 2 1 CONTROL UNIT POWER rod SUPERVISION + UNIT (SEE ELECTRICAL SPECS) power Circuit — �oXyrT brown . 10 — nitiatiny circwt END OF LINE DEVICE first detector LISTED CONTROL UNIT power circuit —/ alarm initiofv>8 clrcurl lust detector LISTED CONTROL UNIT Dc pcW Heal sen Inirbl � Ci ' s IN RICAL END OF LINE DEVICE Model 4150 \ and 445CT atarr —_ contact power + Moser 445CS \ I'd "SCST a,, m coot «t power Oh - + ' 2 Z POWER ON 11111 mal �f11 ■1 ■1 ■�ft11L (SEE ELECTRICAL SPECS) ■1■ ■1 ■� ■1■ � • ■ END OF FINE DEVICE ELECTRICAL SPECIFICATIONS Power Supervision Unit 204 - 6V Power Supervision Unit 204 - 12/24V Operating Voltage 5.1 - 15 VDC Operating Voltage 8.5 - 33 VDC Operating Current 33 mA @ 6 VDC; 66 mA @ 12 VDC Operating Current 14 mA @ 12 VDC; 28 mA @ 24 VDC Contact Rating (resistive) 2A @ 26 VDC or 115 VAC Contact Rating (resistive) 2 A @ 26 VDC or 115 VAC INSTALLATION INSTRUCTIONS 1. Connect brown initiating leads as indicated such that the end of line 3. Neatly dress wires and power supervision unit into device is connected in series with the power supervising contact. junction box. (see wiring diagram) 4. Mount detector according to manufacturers installation 2. Connect appropriate control leads as shown. Red incoming and red instructions. from module to terminal 1. Black incoming and black from module to terminal 2. Sentrol, Inc. Corporate Headquarters: Sentrol. Inc. reserves the right to ESL 12345 SW Leveton Drive change specitications without notice. Tualatin, OR 97062 U.S. & Canada: 800- 547 -2556 01994 Sentrol, Inc. A P R O D U C T OF S E N T R O L. INC 503 - 692 -4052 Technical Support: 800- 648 -7424 S Printed on recycled paper E- 983 -10192 10258 REV .e 204- 12/24V 0 'e — \V ,"', INSTALLATION AND MAINTENAL —, -c INSTRUCTIONS PA400 * PS121.0 PS12M, PS24LO *, and PS24M* Electronic Mini - Sounders and Optional Strobes *ULC models add suffix "A"; available in 24VOC only. Add suffix "R" for red models; "W" for white models; "B" for Beige model. PA400, add suffix "F" to models with fire printed on front. SysrEm 4 ,SEJV,50R� A Division of Pittway 3825 Ohio Avenue, St. Charles, Illinois 60174 1- 800- SENSOR2, FAX: 630 - 377 -6495 Specifications PA400 Sounder Operating Voltage: Current Drain: Temperature Range: Sound Output: PSI 2/24 Strobe 9.6VDC (absolute min.) to 33VDC (absolute max.) 12 mA at 12 volts 15 mA at 24 volts -10 0 C to +60 "C (14 "F to 140 "F) 0 °C to 49 °C (32 °F to 1.20 °F) with strobe added Greater than 90 dBA measured in anechoic room at 10 feet, 24 volts. See Figure 1 for other volfages: 82 d1 X m intnlum nien rPtl in`UL reVMtaT= room (75 dBA minimum with strobe) Figure 1: Figure 2: Vw" F eox R — wx E I nc "temperature Range: 0 °C to 49 °C (32 °F to 120 "F) Under no circumstances can the PS24 voltage exceed 33VDC or be less than 18VDC. Under no circumstances can the PS12 voltage exceed 18.7VDC or be less than 9.6VDC. To calculate battery requirements, use current values shown above. However, note that there is an in -rush current associated with strobe power -up. The information in Figures 3 and 4 is useful when selecting fuse values. As Figure 3 shows, 12V strobe in -rush current typically peaks at 3A and drops to nominal in 600p5. In a 24V strobe (Figure 4), in -rush current typically peaks at 7.OA and drops to nominal in 800pS. Figure 3. 12 volt strobe in -rush current: 1 Aidiv 200N6/ div General Information The National Fire Protection Association has published codes, standards, and recommended practices for the installation and use of the above appliances. Therefore, the installer must be fa- miliar with these requirements, witli local codes, and any special requirements of the authority having jurisdiction. Model PA400 The PA40OW (white), PA40OR (red), and IIA400B (beige) Piezo Alert electronic sounder and optional supplementary signal strobes are intended to be connected to the alarm indicating cir- cuit of a UL- listed 12 or 24 VDC fire alarm control panel. The models PSI 2 and PS24 optional strobe additions to the IIA400 re- Figure 4. 24 volt strobe in -rush current: 1 A/div quire a 12 VDC or 24 VDC panel, respectively and are able to op- erate from a full -wave rectified, unfiltered supply. Installation Notes The wiring must be in compliance with all codes and must not be of such length or wire size that would cause the appliance to op- erate outside of its published specifications. The appliances must also be tested after installation in accordance with the control panel manufacturer's test procedure. NOTE: Do not loop wires under terminal screws. Wires connecting the device to the panel must be broken at the device screw terminal in order to maintain electrical supervision. 156- 305 -09 MODEL •----- _.._�_ ._ PS12LO(W) P PS24LO(W) PS_24M(W) P S24LOA(W) PS24MA(M Panel Voli 12 -17 VDC 12 - -17 VDC 22.5.30 VDC 22.5.30 VDC 22.5.30 VDC 22.5.30 VDC Listed Panel Voltage Max. Current Drain mA q 180 mA 25 mA 75 mA , 50 mA 180 mA Min. Light Output @ 100 "', Viewing Angle 1.5 candela 15 candela 1.5 carxiela 15 candela 1.5 candela 15 candela (See F 2) Figure 1: Figure 2: Vw" F eox R — wx E I nc "temperature Range: 0 °C to 49 °C (32 °F to 120 "F) Under no circumstances can the PS24 voltage exceed 33VDC or be less than 18VDC. Under no circumstances can the PS12 voltage exceed 18.7VDC or be less than 9.6VDC. To calculate battery requirements, use current values shown above. However, note that there is an in -rush current associated with strobe power -up. The information in Figures 3 and 4 is useful when selecting fuse values. As Figure 3 shows, 12V strobe in -rush current typically peaks at 3A and drops to nominal in 600p5. In a 24V strobe (Figure 4), in -rush current typically peaks at 7.OA and drops to nominal in 800pS. Figure 3. 12 volt strobe in -rush current: 1 Aidiv 200N6/ div General Information The National Fire Protection Association has published codes, standards, and recommended practices for the installation and use of the above appliances. Therefore, the installer must be fa- miliar with these requirements, witli local codes, and any special requirements of the authority having jurisdiction. Model PA400 The PA40OW (white), PA40OR (red), and IIA400B (beige) Piezo Alert electronic sounder and optional supplementary signal strobes are intended to be connected to the alarm indicating cir- cuit of a UL- listed 12 or 24 VDC fire alarm control panel. The models PSI 2 and PS24 optional strobe additions to the IIA400 re- Figure 4. 24 volt strobe in -rush current: 1 A/div quire a 12 VDC or 24 VDC panel, respectively and are able to op- erate from a full -wave rectified, unfiltered supply. Installation Notes The wiring must be in compliance with all codes and must not be of such length or wire size that would cause the appliance to op- erate outside of its published specifications. The appliances must also be tested after installation in accordance with the control panel manufacturer's test procedure. NOTE: Do not loop wires under terminal screws. Wires connecting the device to the panel must be broken at the device screw terminal in order to maintain electrical supervision. 156- 305 -09 O Mounting PA400 Sounders 1. The PA400 is intended for mounting to a standard 2 -1/2" deep single -gang box which allows sufficient clearance for conduit entrance. 2. The PA400 is compatible with DC lime supervision. The Piezo Alert is polarized and has terminals marked with polarity. Ap- ply positive supply voltage to the ( +) terminal and negative supply voltage to the ( -) terminal. (See Figure 5.) 3. Mount the appliance to the electrical outlet box using the two mounting screws supplied. 4. Field repair of the PA400 should not be attempted. Return to factory for repair or replacement. PS 12 or PS24 Strobes These optional strobes are interconnected to the PA400 by tirst re- moving the two mounting screws from the sounder. Use a small screwdriver to punch out the skinned -over areas as indicated in Figure 6. Install the adapter plate on top of the sounder and screw the combined sounder ah&ddapter plate to the electrical outlet box, Make sure field wiring terminals are oriented in the upward position when mounted in the outlet box. Next, slide the strobe directly into the slots in the plates. The positive solder lug may be colored red or marked with a plus sign ( +). This lug must be in the slot closest to the field wiring terminals. Grasp the catch area on each end of the strobe and squeeze while applying inward force. Make sure the strobe catches folly engage the slots in the adapter plate and that no gap appears at the interface between the strobe and adapter plate. Figure 5: + From control panel or previous device` To EOL or Next Device *NOTE: Shown with control panel in alarm. Panel polarity reversed in supervisory condition. A78- 1315.00. Figure awaat�rw The Limitations of Sounders and Strobes System Sensor's sounder and signal strobe is designed to provide fire and ery, or music appliances that may prevent alert persons from hearing the security hazard warning. alarm. The sounder may not be heard by persons who are hearing im- The strobe is for supplementary signaling use only. paired. The sounder or sounder /strobe combination will not work without The signal strobe may not be seen. The electronic visual warning signal power. The sounder or sounder /strobe gets its power from the fire or se- meets or exceeds current Underwriters laboratories' standard 1638. The curity panel monitoring the alarm system. if power is cut off for any rea- visual warning signal is suitable for direct viewing and must be installed son, the sounder or sounder /strobe combination will not provide the within an area where it can be seen by building occupants. The strobe desired audible or visual warning. must not be installed in direct sunlight or areas of high light intensity The sounder may not be heard. The loudness of the sounder meets or where the visual flash might be disregarded or not seen. The strobe may exceeds current Underwriters Laboratories' standards. however, the not be seen by the visually impaired. sounder may not alert a sound sleeper or one who has recently used drugs The signal strobe may cause seizures. Individuals who have a positive or has been drinking alcoholic beverages. The sounder may not be heard if photic response to visual stimuli with seizures, such as epileptics, should it is placed in an area which is isolated by a closed door, or if it is located avoid prolonged exposure to environments in which strobe signals, in- on a different floor from the person iu hazard or if placed too far away to eluding this strobe, are activated. be heard over the ambient noise such as traffic, air conditioners, Machin- Three-Year United Warranty System Sensor warrants its enclosed sounder /strobe to be free from de- fects in materials and workmanship under normal use and service for a period of three years from date of manufacture. System Sensor makes no other express warranty for this sounder /strobe. No agent, representative, dealer, or employee of the Company has the authority to increase or alter the obligations or limitations of this Warranty. The Company's obligation of this Warranty shall be limited to the repair or replacement of any part of the sounder /strobe which is found to be defective in materials or work- manship under normal use and service during the three year period com- mencing with the date of manufacture. After phoning System Sensor's toll free number 800- SENSOR2 (736 -7672) for a Return Authorization number, send defective units postage prepaid to: System Sensor, Repair Depart- rnent. RA �_.�___.. 3825 Ohio Avenue, St. Charles, IL 60174. Please include a note describing the malfunction and suspected cause of failure. The Company shall not be obligated to repair or replace units which are found to be defective because of damage, unreasonable use, modifica- tions, or alterations occurring after the date of manufacture. In no case shall the Company be liable for any consequential or incidental damages for breach of this or any other Warranty, expressed or implied whatsoever, even if the loss or damage is caused by the Company's negligence or fault. Some states du not allow the exclusion or limitation of incidental or conse- quential damages, so the above limitation or exclusion may not apply to you. This Warranty gives you specific legal rights, and you may also have other rights which vary from state to state. f_ J 1JC1 0 System Sensor 1998 cSL 429/449 & 428/448 " - ERIES Self- Diagnostic Photoelectric Smoke Detectors Installation Instructions Part Number 14153 California State Fire Marshal Approved MEA (New York City) Approved F �L U11E1 429/449 O 428/448 GENERAL DESCRIPTION The ESL 429/449 and 428/448 Series low- profile, self- diagnostic, two - and four -wire smoke detectors work on the light scattering principle. A pulsed infrared light- emitting diode serves as the light source, and a high -speed photo -diode as the sensing element. This design has superior protection against false alarms caused by dust, insects, RF and ambient - light. These Series of smoke detectors are especially suited for residential occupancies, including hotels, motels and dormitories, as well as other commercial and industrial fire - system applications. This Series is designed for 2 -wire and 4 -wire connection, respectively, to 6 -24 V DC fire alarm control panels, UL Listed for commercial or household fire protection. 429 & 428 Series Wiring Diagram Diagram 2 — � (// 429AT 4290, 429CT, model 429CRT Two -Wire Compatibility 429CST,429CSST ry notUSad pow er power contacts The ESL 429 Series two -wire, smoke detectors first ++ HH4h + + last offer the widest range of two wire compatibility detector I I I I detector an 08 in the industry. Refer to ESL's Compatibility Index for compatible control panel listings. COMPATIBLE LISTED CONTROL UNIT' fire ((( alarm ) + END OF LINE initiating S DEVICE circuit 449 & 448 Series Wiring Diagram Diagram 3 models 449 8 44\ AT, C, CT, CST, CSST alarm power first detect C0 � n � t � c � or LISTED CONTROL UNIT DC power circuit fire alarm initialing circuit model. 449 6 448 CRT, CSRT, CLT, CSLT auaiBary LT, SC contacts 1 low temp output alarm mower CLT, conlacls " •--� —� + model 44ECSH' \ heatsensor contacts power + model 6 448' / CSRM last SR local non - detecl latching heal sensor ;., smoke alarm conlacls contacts --A� ed POWER black SUPERVISION UNIT brown browr '448CSH and 448CSRH are smoke alarms. Optional Features This Series includes a wide range of options, as shown in the Product Selection Guide (Diagram 9) on back page. These options include a built in sounder, an auxiliary relay, an integral heat detector, and an isolated heat detector, to meet almost any application. Self- Diagnostics Includes Automatic Sensitivity Testing Each detector in the Series continually monitors its own sensitivity and operational status. Once a day it performs a full diagnostic test that includes dynamically testing the sensing chamber and internal elec- tronics. If a detector drifts out of its UL Listed sensitivity range or fails internal diagnostics, the alarm LED will flash once every second to indicate trouble. This meets NFPA 72 field sensitivity testing require- ments without the need for external meters. NOTE: Connect to a power supply that will not automatically reset. Since the self- diagnostics only indicate trouble after 27 hours, if the power supply automatically resets every 24 hours the self- diagnostic indication will never be signaled. (The smoke detector will still s i o alarm correctly.) INSTALLATION This Series of detectors mount to standard single -gang electrical boxes, four -inch octagonal or four -inch square electrical boxes, or on WIREMOLD No. 5739 fixture boxes. These detectors may also be moun ed directly to walls or ceilings here local co es Ictlon perm' First, pull wire through the electrical box and connect to the plug -in terminal block supplied, one wire per terminal (see Diagrams 1, 2 and 3). Second, dress wiring neatly and snap the terminal block into the back of the detector. Note: The detector cover must be closed com- p letely, to su ort the circuit board while installin the terminal block. Now, open the cover and mount the detector, using the mounting holes provided (see Diagram 5). All ESL smoke detectors are shipped with a plastic dust cover for use in areas where construction is on- going. Smoke detectors will not work with the dust cover in place. Remove the dust cover when installation is completed, prior to testing. Smoke Detector Plac ent and Spacing In general ceiling mounted smoke detectors should be located near the center of the room or hall whenever possible, or more than 4 inches (100 mm) from any wall. When the detector is wall mounted, the top of the 4 Diagram 4 `(,00 mm, ce ling I acceptable here (too m) ne� 7hel. 12 In. (300 mm) lop of delecl _. 1 maximum acceptable here 1 I I µ id. all NOTE: measuremems shown are to the i. closest edge of the detector Note: Measurements shown are to the closest edge of the detector . d be q.ial2.inches (100 -300 mm) from the ceiling (see Diagram 4). Refer to NFPA 72 for further mounting instructions. When more than one detector is required, spacing of 30feet (9.1 meters) may be used as a guide on smooth ceilings (as defined in NFPA 72). Other spacing may be used depending on ceiling height, high air movement, and other conditions or response requirements. Low Temperature Output Models (CLT, CSLT Models) These models have a separate relay output that will be energized when the ambient temperature around the detectors falls to approximately 43 ° F. Note this d etector continues to have the sa oper atino tempera- ture ranae as standard models 32 °F (0 °C) to 120 °F 50°C . Run 6 conductor fire wire from a combination burglar /fire alarm panel to smoke detector. Connect low temperature relay contact to a separate non -fire zone on a combination burglar /fire alarm control panel. Warning: Do not connect low temperature output relay to fire alarm zone. Diagram 5 For instructions on removal of terminal block and call technical services at 800 - 648 -7424. 1 61'� I ( -- � 7 (15.5 cm) ___ 4" square or test switch WI REMOLD mounting _ _ (No.5739) mounting all boxes single gang 4" octagon mounting 0 cover release NOTE: Positive air pressure from wire openings, conduit, mounting boxes, causing air movement through irregular mounting surfaces, or plenums proper operation. Seal all and away from the detector may prevent air flow using UL Listed expanding foam or openings causing unwanted Duxseal. Where NOT To Place Detectors One of the major causes of nuisance alarms is improper placement of detectors. Av''� I ^^ pg detect rs too IoSe to kitrhPnc nr wood stoves, .. where smoke can be generated. Garages and furnace rooms are also ptS6rToca ions, ue to exhaust fumes. Placing detectors too close to bathrooms can cause problems from steamy baths or showers. Also do not install detectors where normal ambient temperature can be over 100 F (37,8 C), such as attics. Refer to NFPA 72 for more information. Supervision of System Wiring Power wirin in four -wires m is required by NFPA 72 to be SUn pis .d This is accomplished by installing a power supervision relay at the end of the detector power circuit. The contacts of the supervision relay are wired in series with the system's alarm initiating circuit, and are closed when energized (see Diagram 3). A break in the detector power circuit or a loss of power de- energizes the power supervision relay, opening the contacts and causing a trouble annunciation at the fire alarm control unit. ESL Models 204 -6 V and 204 -12/24 V are relays UL Listed for 4 -wire power supervision. ESL Model 204 -12/24 V CAN is a relay ULC Listed for 4 -wire power supervision. Models 449/448CTE, 449CSTE, and 449CSSTE are smoke detectors with a built -in end -of -line power supervision relay, and can be used to supervise a circuit in place of a power supervision relay. The 449CTE, 449CSTE, and 449CSSTE will also automatically send a trouble signal to the control panel whenever the detector needs maintenance. Proceed with sensitivity testing on all detectors as outlined on next page. RA Testing the Installation After all connections are complete and the wiring is checked for errors, apply power to the system. There should be no alarm. If an alarm is reported, determine if a detector is latched in alarm or if there is a problem with the wiring. All smoke detectors shall be tested at least annually in accordance with NFPA 72. The preferred method for functional testing is with Smoke! in a can', available from ESL. Follow the instructions on the can carefully to ensure proper testing. Other brands of canned smoke are not recommended due to potential for contamination. Other acceptable testing methods are; a smoldering punk stick or a cotton wick. The detector samples for smoke about every 9 seconds, while flashing its LED. If smoke is detected, the sampling increases to every 4.5 seconds. Excessive smoke must be detected in three consecutive samples for the alarm to activate. Therefore, when testing the detector with smoldering punks or cotton wicks, hold the smoke source near the smoke entry and gently direct smoke into the detector for 20 seconds or until alarm is indicated. BE SURE TO PROPERLY EXTINGUISH THE SMOKE SOURCE AFTER TESTING! This is a go /no -go test and is not a reliable indication of detector sensitivity. If it is successful, the LED will remain lit. To reset the detector, operate the system reset switch to remove power from the detectors. Control unit alarm and all auxiliary functions should be verified for a complete test of each detector. Models with heat sensors sample for heat every 3 seconds. Test heat sensors by using a hot air gun. Aim at heat sensor from 6 -10" away. Detector should go into alarm in less than 30 seconds. Be careful not to melt plastics. MAINTENANCE, CLEANING and SENSITIVITY TESTING This series of self- diagnostic smoke detectors is designed for easy field service and maintenance. If a detector drifts beyond its approved sensitivity range for more than 24 hours, or fails internal diagnostic tests, the unit automatically indicates trouble by flashing its LED every second. This meets NFPA 72 field sensitivity testing requirements without the need for eal meters. In accordance with NFPA 72, smoke detector sensitivity should be checked within one year after installation and every alternate year thereafter, in commercial installa- tions, or every three years in residential sites. The replaceable sensing chamber of the 400 series photoelectric detector unsnaps for easy field cleaning and service. Whenever the status LED indicates cleaning is necessary, open the detector cover, unsnap and throw away optical block chamber. Then thoroughly blow off the optical base and snap a new optical block chamber (part #211) back in place. NOTE: Be sure new optical block chamber is seated all the way down. Close detector cover and verify sensitivity with the sensitivity level test (below). Sensitivity Level Test Mode Each detector includes a sensitivity test mode that is activated by holding a magnet near the integral reed switch for more than one second (see Diagram 7). This initiates the self- diagnostic routine and provides visual indication if service is required. The alarm LED provides the indication listed in Diagram 8. After the sequence of blinks, if the sensitivity is found to be within limits and if all other tests pass, the detector will go into alarm until reset by the panel. If the sensitivity is not within limits, or an unserviceable hardware fault has been detected, the alarm LED will continue to flash Diagram 7 To activate sensitivity level test — mode, hold magnet on hinge side of detector for more than 1 second. �w - magnet (for best results position magnet slightly off center) once per second until the detector is reset by the panel. If sensitivity test indicates an unacceptable level, take action recommended above. If action does not result in acceptable sensitivity, replace unit. Approvals The smoke detector is for use in commercial fire protective signaling systems and in household fire warning systems. (NFPA 72). 429/449 Series Listed by Underwriters Laboratories Inc.; California State Fire Marshal approved (Listing #7272 - 0447 -128); MEA approved (New York City] (Listing #MEA 64 -94 -E) Factory Mutual approved. 449CLT /449CSLT Series Listed by Underwriters' Laboratories, Inc. 428/448 Series Listed by Underwriters' Laboratories of Canada (Listing # CS205). Diagram 8 Approximate obscuration ( . /ft.) Blinks Indication Action 429/449 428/448 1 Unserviceable hardware fault is detected Reset unit and re -run sensitivity test, if indication remains the same, replace unit. 2.69 3.05 2 The detector is not sensitive enough Clean per instructions. Reset unit and re -run sensitivity test, if indication remains the same, replace unit. 2.46 2.75 3 2.23 2.50 4 Detector is within sensitivity limits None 2.00 2.15 5 1.77 1.85 6 1.54 1.50 7 Detector is too sensitive Check to be sure optical block cover is snapped down completely. 1 3 1.25 8 Clean per instructions. 1.08 0.90 9 9 Diagram 9 Model Designator Series Designate/ Features " 449CS TR Wire Type Power Designator Model D­.gnator Designator Listing 449 UL 448 ULC Features Designator Feature E End- of•Line Power Supervisory and Sensitivity Status Relay H Isolated Fixed Temp. and Rate of Rise Heat Detector R nua,oa,r.. S Built -in Sounder SS Built -in Sounder with Sensitivity Status Output T Integrated Fixed Temp. am Rate of Rise Heat Detector ff e T Description Two -wire only Four -wire only 4 7 Model Designator Effm Description roved sensitivity range for more than one day. End o1 line resistor is easily connected to terminal Built -in end- ol•line relay that also acts as a sensitivity status output. For four wire only. Fail -safe relay trips upon loss of power or n smoke detector is outside the app with no extra wiring, or relay contacts can be connected to a separate trouble loop. Isolated fixed 135 °F (57 °C) and rate of rise heat detector, independently trips the LED and alarm relay output. Smoke detector system heat internal sounder l Ideal oa alarm) and activates hotel, rooms where e smoking g allowed -both single station smoke alarm and oved as Used to activate other devices such as elevator recall, door hag Wet w fin L o isrreverased. services. 65db built -in sounder alarms when smoke is detected or when Po wer wiring until unity is restored to polarity fs reversed. Also, chirps when unit goes outs Resetting detector will silence chirp for one day, unt the a built-in sounder alarms when smoke is detected or when po 8 the approved sensitivity range for more than one day. 9 proper sensitivity. rotection. Either heat detector or smoke Integrated fixed 135 ° F (57 °C temperature and rate of rise head detector otters double p detector can trip and latch L�D and alarm relay below 43 °F ± 5 °F ( °C). Non latching, low temperature output for temps a I Specifications Max. Ripple TCp• 2 -Wire 4 -Wire FVolt- Max. Volt. (PK (V Model 429AT,428AT I T Power 20 10% ry 8.5 8.5 33 10 ,E 70 - 8.5 33 10°k 70 8.5 33 10% 70 8.5 33 70 n s 33 - 10% 10% 70 _ 8.5 5.1 8.5 I 0 70 10% - 33 l0oh 10% 7 33 1 0% 70 33 1 23m S3 _ 10% 23m' 33 10% - 70 33 - 10% _ 33 mA 0 204- 12/24V (UL Listed) - -- 8 8.. 5 204- 12/24V CAN (ULC Usted) panel. ' 429 models draw up to a maximum of 6DM4 alarm current if not limited by p 14mA® 12V 28MA 0 24 V DC T4 mA 12V DC 28mA 0 24V DC Alarm Cur. Typ. Ave. P01. Alarm Relay Other Relay (12 -24V) RR Cur• Co cts fAlcts Co(tAa) 'see S0 se S1 fixed temperature - 135 °F, 50 ft. spacing rate of rise - 15 0 F /min. & > 105 °F (8.3 0 C /min. & > 40.6 °C) see S1 2 + 0.50 % /Ft. o 2.0 - 0.50 /o /Ft. S1 Se e t 5 °F ( °C) 43 °F ( °C) resistive 2A rd 28 V DC or 120 V AC ( ) S1 10 0.5 _ 1- 0.5 t _ 15 0 . 5 Detector size .......................... 0.5 5 _ 0.5 51 e 10 0.5 10 0.5 10 0.5 33 0.5 23 0.5 1 0.5 10 0.5 �5 0.5 1 0.5 i 0 Product Data Heat detector specifications ... fixed temperature - 135 °F, 50 ft. spacing rate of rise - 15 0 F /min. & > 105 °F (8.3 0 C /min. & > 40.6 °C) Sensitivity 4281448 - minim um ............... 2 + 0.50 % /Ft. o 2.0 - 0.50 /o /Ft. Low tem s pecifications ......... p fitions p t 5 °F ( °C) 43 °F ( °C) resistive 2A rd 28 V DC or 120 V AC ( ) - maximum 429/449 - minimum ............... . 2.0 + 0.37 /c/Ft. /o/Ft. Auxiliary relay contacts ..... Alarm contacts ....................... 500 mA 0 36 V DC (resistive) cm) x D 1.85 in. (4.69 cm) x 8.8 oz. (025 kg) W - maximum .............. 32 °F to 120 2.0 - 0.39 °F (0 °C to 500C) Detector size .......................... 6.1 in. (15.5 detectors are packed in a carton Operating temp .... 0 to 95% RH g " " " "������������ Packaging g typ' Y 27 hours after reset (do not connect to power typically Operating humidity range ............. 85 dB at 10 Ft. Self -diagnostic nostic indication ....... g that resets every 24 hours) d r s ecifications .............. s upply Soun e p Color ............................. white cover /white base Field wiring size ......................14 -24 AWG n the Installation Instruct 533oions are protected under one or more of the following patents: 5,546,074; 01999 Sentrol. Certain item 5,704,41 5,754,701; 5,82 E S t N A PRODUCT OF SENTROL SENTROL 12345 SW Leveton Dr., Tualatin, OR 97062 Tel.: 503.692.4052 Fax: 503.691.756 httpitwww.sentrol.com U.S. & Canada: 600.547.255 Technical Service: 800. 648.742 FaxBack: 1.800.463.249 Sentrel reserves the right to change specifications without notice. ©1999 Sentrol E- 3914 -0999 14153 Rev.B Y INSTALLATION AND MAINTENA INSTRUCTIONS SpectrAlert Horns, Strobes, and Horn /Strobes For use with the following models: Horns: 12/24 volt: H12/24, HC12/24 Strobes: 12 volt: S1215, 5121575 24 volt: S2415, S2430, S241575, S2475, S24110 Combo: 12 volt: P1215, P121575 24 volt: P2415, P2430, P241575, P2475, P24110 Add suffix "W" for white models. Add suffix "K" for weatherproof horn and horn/strobe. Add suffix "K" for outdoor strobe only. Add suffix "F" for units marked FUEGO, "EV" for EVAC, or "AG" for AGENT, available on 241575 units only. Specifications � .�__ L — — 14. SYSTEM SENS OR® A Division of Pittway 3825 Ohio Avenue, St. Charles, Illinois 60174 1- 800- SENSOR2, FAX: 630 - 377 -6495 SPECTR�41ert. Voltage Range: DC or Full -Wave Rectified Horn: 10.5 to 30 Volts Strobes & Horn /Strobes: 12 -volt models - 10.5 to 17 volts; 24 -volt models - 20 to 30 volts (with MDL module): 12 -volt models - 11 to 17 volts; 24 -volt models - 21 to 30 volts NOTE: Horn and combo units will operate on walk tests with on -time durations of 1 sec. or greater. Flash Rate: 1 Flash Per Second Operating Temperature: 32° F to 120° F (0° C to 49° C) K Series: Horn and horn /strobe models are indoor listed, having a temperature range of 32° F to 150° F (0° C to 66° C) and are Rainproof per UL50 (NEMA 3R). Strobe only models have a temperature range of -40° F to 158° F ( -40° C to 70° C), and are indoor /outdoor listed per UL1638 and indoor listed per UL1971. The S24110K is rated 60 candela 0 -40° C. S2475K and S241575K are rated 41 candela 0 -40° C. Light Output: Models with 15 only in the model number are listed at 15 candela Models with 1575 are listed at 15 candela per UL 1971 but will provide 75 candela on axis (straight ahead) Models with 30, 75 or 110 are rated for that candela. Sound Output: Sound output levels are established at Underwriters Laboratories in their reverberant room. Always use the sound out- put specified as UL Reverberant Room when comparing products. Listings: UL, FM, CSFM, MEA. K Series models are UL, CSFM, MEA listed only. General Description The SpectrAlert series notification appliances are designed to meet the requirements of most agencies governing these devices, including: NFPA, ADA, The National Fire Alarm Code, UL, FM, CSFM, MEA. Also, check with your local Authority Having Jurisdiction for other codes or standards that may apply. The SpectrAlert series can be installed in systems using 12- or 24 -volt panels having DC or full -wave rectified (FWR) power supplies. The series can also be installed in systems requiring synchronization (module MDL required) or systems that do not require synchronization (no module required). NOTICE: This manual shall be left with the owner /user of this equipment. Fire Alarm System Considerations Temporal and Non - Temporal Coded Signals: The American National Standards Institute and the National Fire Alarm Code require that all horns used for building evacuation installed after July 1, 1996, must produce Temporal Coded Signals. Signals other than those used for evacuation purposes do not have to pro- duce the Temporal Coded Signal. Temporal coding is accomplished by inter- rupting a steady sound in the following manner: On Off On Off On Off Power Supply Considerations Panels typically supply DC filtered voltage or FWR (full -wave rectified) voltage. The system design engineer must calculate the number of units used in a zone based on the type of panel supply. Be certain the sum of all the device currents do not exceed the current capability of the panel. Calculations are based on using the device current found in the subse- quent charts and must be the current specified for the type of panel power supply used. Wire Sizes The designer must be sure that the last device on the circuit has sufficient voltage to operate the device within its rated voltage. When calculating the voltage available to the last device, it is necessary to consider the volt- age drop due to the resistance of the wire. The thicker the wire, the less the voltage drop. Generally, for purposes of determining the wire size nec- essary for the system, it is best to consider all of the devices as "lumped" on the end of the supply circuit (simulates "worst case "). 'typical wire size resistance. 18 AWG solid: Approximately 8 ohms /1,000 ft. 16 AWG solid: Approximately 5 ohms /1,000 ft. 14 AWG solid: Approximately 3 ohms /1,000 ft. 12 AWG solid: Approximately 2 ohms /1,000 ft. Example: Assume you have 10 devices on a zone and each requires 50 mA average and 2000 Ft. of 14 AWG wiring (total length= outgoing + re- turn). The voltage at the end of the loop is 0.050 amps per device x 10 devices x 3 ohms/ 1,000 ft. x 2000 ft =3 volts drop. D900 -13 -00 1 tsn uyzs� vro cfrA" only' Horn Only: High /Low Temp Tone Volume /Non AVERAGE 12V Models 10.5V 12V CURRENT 17V (mA) 24V 20V I Models 30V PEAK 2V Models 10.5V 12V CURRENT 17V (mA) 24V 20V Model I 30V IN RUSH 12V M els 10.5V 12V CURRENT 17V (mA) 24V 20V Models 30V 24V 16 24V 19 24V7 25 Candela DC I FWR I DC I FWR I DC I FWR DC I FWR DC I FWR DC I FWR DC I FWR DC I FWR DC I FWR DC I FWR I DC I FWR I DC FWR DC FWR DC FWR DC FWR DC 1 FWR I DC I FWR I DC I FWR 15 133 159 114 157 181 1128 1501 61 1 431 60 1381 60 460 460 14501460 14201480 11351204 11351208 24 11351 185180 1108 92 124 140 190 97 129 116 152 147 198 15/75 168 182 142 171 99 150 56 65 49 64 44 62 490 520 49 520 460 480 150 199 150 207 150 198 76 104 88 126 180 185 97 135 116 164 147 211 30 NA NA NA NA NA NA 78 84 67 82 58 72 NA NA NA NA NA NA 83 201 163 219 183 216 NA NA NA NA NA NA 97 29 116 152 147 198 75 NA NA NA NA NA NA 145 170 123 159 102 141 NA NA NA NA NA NA 350 440 340 460 330 460 NA NA NA NA NA NA 190 40 230 280 290 380 110 NA NA NA NA NA NA 11691220114 0 191 115 174 NA NA NA NA INA I NA 1460156014501570 98 100 14201 620 1 NA I NA JNALNA INA I NA 1190123012201290 12901 370 Horn Only: High /Low Temp Tone Volume /Non AVERAGE CURRENT 12V Models 10.5V I 12V 17V DC FWR DC FWR DC I FWR (mA) 24V Mode 1 20V 24V 30V DC I FWR I DC I FWR DC I FWR Electro- High Tamp mech. Non 10 1 11 10 10 14 14 19 21 25 18 29 26 10 16 10 19 14 25 17 29 23 34 30 42 Low Te Non NA NA NA NA NA NA 11 12 13 13 17 15 NA NA NA NA NA NA 12 77 57 19 17 24 II13000 Hz High Te Ilnterrupt. N n 11 13 11 ti 16 18 24 87 71 23 37 95 11 17 11 21 14 28 19 J1614 70 39 35 H 7594 ! f Low Te N n NA NA NA NA NA NA 14 75 60 15 21 19 NA NA NA NA NA NA 13 79 59 21 22 25 Horn /Strobe 15 cd: i High/Low Temp hone Volume /Non AVERAGE CURRENT 10.5V 12V 17V DC FWR DC FWR DC I FWR (mA) 4V Models 20V 24V 30V DC I FWR DC I FWR I DC I FWR Electro- High Tem mech. Non 1a3 170 124 167 95 142 69 82 68 78 67 87 143 170 124 167 95 142 67 90 66 94 68 103 Low Tem Y Non NA NA NA NA NA NA 61 73 56 73 55 76 NA NA NA NA NA NA 62 77 57 79 55 85 1 3000 Hz High Tem interrupt. Non 144 172 125 168 97 144 74 87 71 83 81 95 144 173 125 168 95 146 69 95 70 99 79 H 7594 Low Tem NA NA NA NA NA NA 64 75 60 75 65 81 A NA A NA NA NA 63 79 59 81 1 66 87 Horn /Strobe 30 ed: High /Low Temp Tone Volume /Non AVERAGE CURRENT (mA) 24V Models 20V 24V 30V DC FWR DC FWR Dc I FWR Electro- High Temp mech. Non 97 105 92 100 87 98 95 113 90 116 88 114 Low Tern Non 89 96 80 95 75 87 90 98 81 101 75 96 3000 Hz High Temp Interrupt. Non 102 108 95 105 95 105 97 116 941 121 93 117 Low Tern Non 92 1 96 1841 97 79 91 1 91 1 1001 831 103 80 97 Horn /Strobe 75 ed: High/Low Temp Tone Volume Mon AVERAGE CURRENT (mA) 24V Models 20V 24V I 30V Dc FWR I Dc I FWR DC I FWR Electro- High Temp mech. Non 164 191 148 167 131 167 163 I 188 146 169 132 169 Low Temp Non 156 182 136 162 119 156 157 182 137 162 119 157 3000 Hz High Temp Interrupt. Non 196 151 172 139 174 164 192 150 175 137 177 Low Tern Non 159 184 140 164 123 160 .158,188,139,163,124, 63 83 61 86 162 Horn /Strobe 110 cd: Horn /Strobe 1575 cd: High/Low Temp ( Tone Volume Mon AVERAGE CURRENT 12V Models 10.5V 12V 17V DC FWR IX FWR I DC I FWR (mA) 24V Models 20V 24V 30V DC I FWR I DC I FWR DC I FWR ]Electro- High Temp mech. Non 241 193 1 \181 113 164 75 86 ['741)82 145 73 88 193 153 81 113 164 73 94 154 98 74 104 LOW Temp Non NA NA NA NA NA 67 77 62 77 61 77 [NA NA NA NA NA NA 68 81 63 83 61 86 3000 Hz High Tem Interrupt. N n 82 195 152 183 115 166 80 91 77 87 81 95 82 196 152 183 113 168 75 99 76 103 79 107 LOW Tem Non NA NA NA NA NA NA 70 79 66 79 65 81 NA NA NA NA NA NA 69 831 65 85 1 66 87 High/Low Tone Volume AVERAGE CURRENT (mA) V M els 0V 24V 30V FWR Dc FWR DC FWR Electro- High mech. Anechoic dBA @10 ft. /voHs DC 241 165 209 144 200 17 238 163 211 145 202 4Non186 Low 20 232 153 204 132 189 1 232 154 204 132 190 3000 Hz High Interrupt. 3 246 168 214 152 207 8 242 1 67 217 10 210 Low 3 234 157 206 136 193 2 232 156 205 137 195 Sound Output Guide UL Reverberant Room dBAQ volts DC Anechoic dBA @10 ft. /voHs DC 11 12 17 2.Q 24 30 10.5 12 17 20 24 30 Temporal Low Volume Electromechanical NA NA NA 75 75 79 NA NA NA 94 96 96 98 98 3000 Hz Interrupted NA NA NA 75 79 79 NA NA NA 94 High Volume Electromechanical 75 75 79 82 82 82 94 95 98 100 101 102 3000 Hz Interrupted 75 75 79 82 85 85 94 95 98 100 101 102 Non- Low Volume Electromechanical NA NA NA 79 82 85 NA NA NA 94 96 98 Temporal 3000 Hz Interrupted NA NA NA 82 82 85 NA NA NA 94 96 98 High Volume Electromechanical 79 79 85 85 88 88 94 95 98 100 101 102 3000 Hz Interrupted 79 82 85 88 88 88 93 95 98 100 101 102 The same number of devices using 12 AWG wire will produce only 2 volts drop. The same devices using 18 AWG wire will produce 8 volts drop.Consult your panel manufacturer's specifications, as well as SpectrAlert's operating voltage range to determine accept- able voltage drop. Horn Selections Horns are factory set for high volume, temporal code, and electrome- chanical tone. Tones: Two tones may be selected using the jumper plugs located on the printed circuit board. With the jumper offset, the tone is the Electromechanical sound. With the jumper in place, the tone is a 3 kHz sound. Temp /Non -Temp: Temporal coding or Non - Temporal coding can be selected us- ing the jumper plugs located on the printed circuit board. With the jumper offset, the tone pattern is the Temporal Coded Signal. With the jumper in place, the Non - Temporal code (continuous) tone is active. High /Low Volume: High or low volume may be selected using the jumper plugs located on the printed circuit board. With the jumper in place, the sound output level is the high level. With the jumper off- set, the sound output level is the low level. The low volume setting must NOT be used when the device is powered from a 12 1 1 NOTE: When powered from FWR supply, tones will be modulated -vo t pane . (turned on and off) by 120Hz causing the tones to sound different from NOTE: Always power down devices before setting jumpers. DC power. D900 -13 -00 2 I56 -0982 -016 405 -06 DPDT Relay Module For use as a Universal Switch Device Installation Instructions 1. Connect 405 -06 trip wires to trigger circuit. Observe polarity. (Gray to positive ( +) and White to negative 2. Connect the 405 -06 DPDT relay contacts as required. The first set of contacts are: common red closed white -red open white -blue 3. The second set of contacts are: common black closed white -black open blue 4. When fail safe operation is required, wire the relay in the powered or energized condition. 5. Do not exceed rating of relay. 6. Testing: 405 -06 Test unit in accordance with NFPA 72 Chapter 7 Test Methods and Frequencies, interface equipment. To test the 405 -06, energize the relay coil and confirm the contacts tranfer. NC white -Red CON! Red NO White -Blue NC White -Black COM Black NO Blue ------------------------ - -- ------------ - - - - -, L--- ------ -------- ------- ---- - --- -- 2 ----------- ESL 405 -06 Z DPDT Relay + E Specifications for 405 -OS & 405 -06 Operating voltage .............................. ............................8.5 3)3VDC Maximum operating current . ...........................34.0 mA at 12 VDC 35.0 mA at 24 VDC Relay contacts ............................ 2 A at 30 VDC, 1 A at 120 VAC Operating temperature .................32° F to 120° F (0° C to 49° C) Operating humidity range .................0 to 85% Non - condensing Dimensions ...... ............................1.8 in. (4.6 cm) x 1.7 in. (4.3 cm) Wire connections ............... 18 AWG stranded, tinned, 18" long ESL A PRODUCT OF SFNTROL SENTROL -CADDX 12345 SW Leveton Dr., Tualatin, OR 97062 Tel.: 503.692.4052 Fax: 503.691.7566 httpJ /www.sentrol.com U.S. & Canada: 800.547.2556 Technical Service: 800.648.7424 FaxBack: 1.800.483.2495 Sentroi -caddx reserves the right to change spedNcations without notice. ®2000 Sentroi -Caddx 12859 Rev B 07/00 ESL 405 -05 and 405 -06 Relay Modules Installation Instructions 405 -05 Polarity Reversal Relay Module For use with 4 -Wire Sounder Smoke Detectors and Fire /Burglar Alarm Control Panels Installation Instructions 1. Choose a mounting location in the control panel within reach of the leads provided. Use 50150 water to isopropyl alcohol to clean the mounting surface. After the surface has dried, remove protective covering from the tape. Mount unit as shown on control panel illustration. Route wires to the appropriate terminals as noted below. 2. Connect 405 -05 trigger wires to the fire alarm output terminals. Observe polarity. [Gray wire to positive ( +) and White wire to negative ( -)]. 3. Connect 405 -05 incoming power wires to the smoke detector power source. [White -Red to ( +) and White -Black to ( -)]. 4. Connect 405 -05 outgoing power wires to the smoke detector power in terminals. [Red to ( +) and Black to ( -)]. 5. Connect the smoke detector initiating circuit (alarm loop) to the alarm control. o. CSFM LISTED Testing: 405 -05 1. Test in accordance with NFPA 72 Chapter 7 Test Methods & Frequencies, interfacing equipment. 2. To test the 405 -05 initiate an alarm with smoke or approved test method on any detector connected to the control panel via the 405 relay. In alarm, detectors that have responded to smoke or test will sound in their distinct alarm patterns. 3. Reset the smoke detectors by removing power to the detectors. Note: For two wire smoke detectors, use the ESL 405 -01 or 405 -03 polarity reversal relay module. 6. Maintenance: no maintenance is required. Warning This polarity reversal device may not be compatible with al l power supervision relays. When using ESL 405 Series polarity reversal relays on four wire circuits, use the ESL 204 Series power supervision relay at the end of line. Note: Another option is to use an ESL 449CTE (or CSTE with Sounder) which incorporates an End -of -Line /Sensitivity Status Relay Output. This polarity reversal device cannot be connected to any coded annunciator. ESL 405-05 Polarity Reversal Relay Module Burglar / Fire ESL 405 -05 Alarm Control Polarity Reversal Relay White ESL 400 Series Smoke Alarm Detectors Output + G ray with Sounders _ White /Black ESL 204- 12/24V Black Power Supervision Relay Power Supply W ite /Red Red Alarm Loop End of Line Device J O U i qql- N vJ W 00 a 0 O U 4 r 1 c� U o M E-+ W G C!' J W J t C �1 N L 4) Cd F -p cl .0 O ia u U U O C p C OR y bA 3 �� ° U cu•� U w R+ a Cd N y ca u "Cl a a c Cd w oo U 3 ° ° a� o aj c u u Q D O _g ao 3 N - 3 ci D r U R N v C� cu U w ^ O ro c o o D OC is y O "' U cC O v r. ° a> ° a) a` o f ro e ° v ^w� p cl .i W U 4 . E fi. a •� 2 E L) 'O O is i3 � 4) U � bA cz oo F*" c a G u Q v ° a� w " � + O a .� y a a ccz cd a o 4.) ca 4) O Z y s. CL u o bo o v ,r vI to ro �' 3 = O c = z c ° 'y . o O N O ° °' °' °' u o 3 ° rr o '> c oo i c > o �; ro m [ o w ° ro y =� Q u ee •g aui *' o p :�y o u F �, o w c c 3 a� c4 a cv a oo ti O oy n ° o w (1) a p C Y E a> c o 3 .� by 0 Z .0 w a7 a> � o o v o ro o u x u aai €" - p o � p 6, = +�- 0 C45 ro tv 't i- "Cl � d � 3: w � w w o a Q N 3 A a� . E • • • • • • • • Q o w+ > O a) O w C y V O Y U O v w C Gl O ca ca t, h O ca L O cd a) c u [ o a `� 3 0 3' cC c o b ea a� C ee C b w oo .� ro O o a $ Q '7�4 cl tic ' c " > •o °' o a u ° ° -o qu to U 44 C �"" � O. r «} .> Q w aAi ° a, -: CA ti o o ° a� ) v O� o a - u U c ca u o a) U b C u 1 0. > L U � � b -� v p o > c a � '� (U cl •11 a 0 .v emu. o En fA C'3 e ti o e >, ca ti (� ro •� o ,u, ro u es ro U . a c. b mc� U a+ C c�a W o. E . C •° w y la r. S m G o Cd O Q ca E G7 ti o. rA '+r ?� o o ?� 0 07 0 +=' to c o .� x ti b o (� a on a o �' O G -d rn cd d o °.�' °' c a wo o O a� c C o 3 C _o u ca c. 'L v U a, u 00 ro- }; v U E a c o ^o as E a� u 00 0..., a) ro �:+ o 0 � .�. iS a�i V .7 w p C/� v Q !T r,a y . t, O� p a�j O OA �•+ c� a�1 'ce a N � °" c C y u a� `t o o E v� a CL L (A .., F. o W b d y b ° ci W i i s ^o 0 W ,�° a ° . o o Cl) En o O > E ° N L a^ 0 7 vOUi 0• U 00 w 4' 6 O y 6 a� C ro _ c� G1. O O G O cl ro y u 3' c u 3 e a . i o F E . c o U O 'w as >. cy p a "e '� v z 'o " 7. o 3 c 0 rn u u O to -d �° Q V e� O a 'O H O O y N� W. > L Cc I u o o 0 5 C 3 '' a 3, b W O Q L L." V • 67 d V ca m 4. • J:, O C7 vwa�.o o a RL CD c n l . MWI, LAI v N L N cli ,norn co md) CvZo co U mY ci o6 C m 0 CL D o � O cD X X 0 a rn $ J d 0 C W cy co ni F F d N J W N 0 m ro O m o vcqs r R t C's ow o 'c� d c C ti o ro 0 ai .> sue, � co E t E a un E, w �, ° c C U u U ro 2 CA z y C — c c%7 Cn 47 c pJ •- Z) _ U O U �O O =O L7 H o b o O = L L W T `a) E w " m mm O d :3 0 o U) 0 1 E o T E CO) ° >,m m = I c0 m 0 CU m C F I — O N --• y 7 to Q O W �w o Uro y m C .0r -- NCN 0 �i 0 Z m ca roro V a Cor y - a�i� oy a) m a�i a >, o C v c co or> Co O N N 'L U 7 7 '� N O 3 U) m co E o.E c_ E alai �".. E Y ci ti w > nE av a c ro m c CO a7yLn o� =L T CL roa7 CL E oro ro� wo7 a� N U •` c0 (6 N 0) V C o 0) F- C N 'y C7 •C N f_ N N N m ro =row may �Wc CL _ O a, 'o o °3 cL 4" C U o v U �.E? -c U 3 c. u V y c m N ca N E a o e o ro m �Lo �N CL �Z 3 ro Ow a (D ° w m ro = = O. O y J at co 7 a C • : d U U N O �a U U 0 0 L E 0 N N O)M C �r C C U co U N N ca a) N C7 CC LL N ui FL ccn O > E ° N L a^ 0 7 vOUi 0• U 00 w 4' 6 O y 6 a� C ro _ c� G1. O O G O cl ro y u 3' c u 3 e a . i o F E . c o U O 'w as >. cy p a "e '� v z 'o " 7. o 3 c 0 rn u u O to -d �° Q V e� O a 'O H O O y N� W. > L Cc I u o o 0 5 C 3 '' a 3, b W O Q L L." V • 67 d V ca m 4. • J:, O C7 vwa�.o o a RL CD c n l . MWI, LAI v N L N cli ,norn co md) CvZo co U mY ci o6 C m 0 CL D o � O cD X X 0 a rn $ J d 0 C W cy co ni F F d N J W N 0 m ro O o vcqs r 0 ° C's ow 'c� - 'd ti o ro 0 ai .> sue, CA 3 p un E, w �, ° c z U O ° ro o O O - U O a o ti c O U o c o b o y y p 'n 0 w E 42 O • o ti b O C 0 a) p C Q ° w b ro Z y p n Q ° O 7C 0 to 0 o 3 O o ti as o v, >, c a> a�i a >, o a) C o ca o Y ci ti ca c o l 1 0 , O O y O a, o o° a, _ O a, 'o o °3 cL 4" C U o v U �.E? -c U 3 c. u V O > E ° N L a^ 0 7 vOUi 0• U 00 w 4' 6 O y 6 a� C ro _ c� G1. O O G O cl ro y u 3' c u 3 e a . i o F E . c o U O 'w as >. cy p a "e '� v z 'o " 7. o 3 c 0 rn u u O to -d �° Q V e� O a 'O H O O y N� W. > L Cc I u o o 0 5 C 3 '' a 3, b W O Q L L." V • 67 d V ca m 4. • J:, O C7 vwa�.o o a RL CD c n l . MWI, LAI v N L N cli ,norn co md) CvZo co U mY ci o6 C m 0 CL D o � O cD X X 0 a rn $ J d 0 C W cy co ni F F d N J W N 0 m N 0 (� P? N �O 00 e O\ CA . c o l O w a 3 co aQ rr o o c y ° � o f 9 ° " o �`~ w w b CD o' ° CD C ° m CD c tp `< C b G CD ° A `�° C7 ° .n^. o f o b o+ �c C cu b co w •, o w fD O `< a q ° ° f D ° a c sv m o °G �: �' ` coo c o ° o c� cu CD 0 E • ., e w e << d n 5 �-s o. ty .s D R •� v° n O aQ N O m o n CD IQ '— CD 3 �o � `<, n o U4 C o w m 'C CD D e ,�D.. t" Z °' O0 n p °' QQ y CL a , A , r N O CD n h n v' ... h N m C7 b cu o , °" , 7 •, Q. C" p co t" ° G o. . r� S . lTj ° CD CD CD cD cD ° ° cD S31 eD �• ._ Cif < �- cD CD m C Z ° a E o D b CD �a `� o a s p R o d :; G CD co m co O � a w 0 o' CO CD CD ° p O co ' a tD �' a s ps aQ 3 a; :: n y w M ::. cr o CD y 'n n 'O y �'. -s !�� a ti G ¢ �'. ]- C CD EL � n0! °� r D. - � Q S o cu co G o. co co t� m >v co cg cu b M, 6p �� ''�* r Y cn cu a n CQ CD R ( C C C iu c<u A err "O .o CD � '>7 �_ .O o ,,� • c n D ,yam n f� n a' A� `.�� = L ,A a OrG• `n Q ( O o O f'x * Q rte. CD O C aQ cD CD G. Q+ r Vn p CD OR �, ! �] Gam' K >v CD .*, ,•', N �. cn o s a G °' G K7 o+ p °- w << " .», aQ v, CD o ae co �» b r . Y G , b � • ° � a G ti °L qq CD co � C a O o V a w CD CD 0 CD Ul CD r ID m 5' u Cl) Y o C� o C O C) Cn (D G 5 Cl) o n Z co r» ; r. CD = p aQ C a < ° �. C < ? N n w v��'i CD �, Q.. a' O `C S CD �' �. CD n '" O C7 + V rL G Oro aQ Cl n G N CTf C G % �D n C Cp C� A� O 'J Q q �: < � R O n x , C O O '° Cro °' El r n . CD o' w CD a 5' CA _ ��_ C D o co �ao EL - -- - - - - - - - -- � � b <. C CD 0 CD C "O O O N 'O 'F• 'b D ^ j W \\ CD n p N D\ O O n + I ro N CD 't7 a' O 'b tC < o O n O O 0 CD c CD CD O ^ y qQ r� ° CD �° w, p CD aQ CD ° CD m N ID w Co Q 0 b i .� n a CD Q c In w : U)O CD n �' Q n cD < A cn � C c N "O o El G w O G n O m G C D f3 CD oo G b C Q' m Q A ' O O° a v O C "i7 O jj C O. CD N CD N p J O P O O m O 0 cn v x C' o CD P f3. •7P 9F FD � aQ n v n n �. n m w r N Q O N m rn r A n a cD r to xanO �o 0na O y n r o Cr1 I I I I � w Czi o 0 O a•(D o o c �, 5 O !D v� p °7 C Q CD (� o �p� ~ `pD p b ° y � CZD � :-: g v� o o C v co C .� n o G < G (D 'p °H �y o CD R 'o 3 ao CD 5 CD r.n - ry 0 .7 y ❑, Q ID �I0 1 aQ CD q CD A CD n a C2J O ° Yi �, •, CD OD � G �i a y b O o o a a b y. c. n C ° a w w o a C� •, o o ' cD CD '* o . CD �' O N cD Cr1 Ci7 9 5 on N. aQ �' cD o cD a o n °' n to c ~r o aQ ° '"' ° a C C' En . p, ' a m O o o CD �'• �S `< �. o C v �• C s. �. Cro cD c O n o n o. 5 CD o y o $ b CD � . �G O pt SD O .. " O ' n .�3 n • 0 5' (+ CD � eo �' o ~ A .7 s�. a -� C o, ° o CAD ° o ao � C' < , p- •� c ao c n 8 b p G o G cD ac o o < p '. CD A cw, 1 2, E O N n � w , < "e = �CyD cD � < = " � � "o C a � O . cD < � CD v� � < CD i O < .� 0 O ° CD CD CD �' Q O CD `< 'b O • w O '» O ° �i G� cD •, .y M G G < cD r» C CD - Cr O C cD a �' r, o o• m a. cD o �.. cD ° y b m CD C w << w ° < a co w a o .� o cD b a � CC o. CD O p' - O aQ b ">�' `� C bQ Q. CD b' c. R n �' ' CD CD M rGn � O O CD 0 0 a pp CD o C < D �' C ° ° a o `< a w o w a b K •d O R (D y ! O �' p aq G p . Q � O ° � ", c O °c CD n o CD 0 y CD o C �° m co C , ° o O . G o ff. a A . QQ CD A * 7 n C o y aD aQ < >v o o+ a o n; N y n O rr c c ) C coa'•+� 4- �o w d = O n K CD ~ p n ,� q„ n .d _ =r G" C: CD = t A 'C r j G '♦, P� G O CD C' � b + ? ry b O O n ti aq q O Iv O C O vQ n '* ° ., E! O v y o' aD o >v CD i p. o o n ' G ►n o C p p o '* d ° A ° O a �' v C CD ° A: C D m a aQ 0 w o c £' D �: c b D CD o ° w o c o co o l , eD O' C O n O p, Z C' •, °' a < •, G O p Z 2D r . CD o O ao G ,, °� o C7 o o y CD `► O O „��, �, "J' ?� ',"�.' r-. O n a• "� N G h CD Cn CD ���•` m w . CD `C c •°co 5;, 5' o a ID CD C 0 5' +� cD Q '° o G cD a o '- C Q N CD CD O• �. 0 !! CD �• c n a � a � C" �Cn CD 0 CD ms o. W y A A CD a G • = , •t� CD o aQ p i W C w S ll� CD CD cw U5 0 w ?: co �n ° ° •, rD n O. , ' C .. A aQ a� CD -1 ° b' ° CS n ry . p N OR " 'C •� CAD p Q. CD cn (D CD 0 CD CD CD CD R CD CD CD o �' c°D C° CD b a m o .. o •o o n n n d o a ~^ p v, O� O CD CD vCD °Ori n G CL o 0 >v cD O C "CD CD CA) CL r* 2) J .� CL C CD B � J O rA O 3 �i.i V ' STA-50 P/VISTA-50PUL ADEMCO's VISTA -50P Control Panel provides the flexibility of up to eight independent partitions with the economy of a single control. FEATURES: I Dependable features to meet your most demanding installations: • Nine hardwired zones standard • Keypad macro features • Expandable to 87 total zones Master console option for viewing all • Eight partitions standard partitions at a glance • 75 user codes work in all partitions • Common lobby logic • Seven authority levels • Fast downloading • 224 event memory log /printer option • Supports up to 16 relays and /or X -10 • Four trigger outputs • Quick start programming • 5800 wireless compatibility • False alarm features • Supports two -wire multiplex • UL Commercial Burglary listed • Scheduling of events (real time clock) (VISTA - 50PUL) End users will appreciate the easy -to -use convenience and control features of the VISTA -5op: • Wireless remote controls (featuring single button system operation): — 5804 - Four - Button Wireless Key — 5804BD - Bi- Directional Four - Button Wireless Key with system status feedback • Single or dual- button wireless personal panic: — 5802MN - 5802MN2 • Home control features activate lights, appliances, garage doors, and numerous other devices • The VISTA Interactive Phone Module (VIP) gives the end user control of their system from any touchtone phone. The 4286 VIP responds in English, with a vocabulary of over 100 words • Full English display keypads for clear understanding of system status and zone locations • Timed event applications: — Opens garage doors and turns on lights — Provides" lived-in look" while away from home — Ability to limit access to parts of the home at certain times TIT i ADEMCO GROUP VISTA- 5 0P/V1STA-.qnPm n SPECIFICATIONS Electrical: • Aux power 12 VDC, 750mA max • 16.5 VAC /40 VA transformer • Alarm output 12 VDC, 1.7 Amps max • For UL installations, combined Aux and alarm output cannot exceed 750mA Output Control: • Supports up to four relay boards (Part No. 4204) • Each board supports four relays for a total of 16 • Optional X -10 interface (Part No. 4300) may be used to control X -10 receiving devices • Each X -10 receiver address counts as one relay when computing total relays • Real time clock can be used for relay /X -10 control Zones: • Nine hardwired zones • Selectable response on zone 9: 10msec or 500msec • Assignable to any partition • 14 zone types to choose from • Programmable swinger suppression Communications • Touchtone or pulse • Formats supported: ADEMCO Contact ID, ADEMCO 4 + 2 Express, ADEMCO low speed • 3 +1, 4+ 1 and 4 +2 reporting • Reporting capabilities: Split, Dual. Split /Dual • Low battery reports 1 1.2 -1 1.6 VDC • Expanded reporting • Up to four digit PABX codes supported • True dial tone detection • Double pole line seizure • AC loss and restoral reporting supported ORDERING: Part No. Description VISTA -50P Control Panel UVIS5oP /D 2/02 Supported Devices Hardwired Expansion Devices: • 4208U Eight -Zone Expansion Module • Keypads — 6139 Custom English (required for Programming) -100mA — 6128 Fixed English LCD - 30mA • Voice Module 4286 VIP- 160mA • Two -wire Smoke Detectors • Duct Detectors • Serial Printer • '� Polling Loop Devices • Key Switch Devices Wireless Receiver Systems: • 5800 Series — 5881 ENL up to 8 zones -50mA — 5881 ENM up to 16 zones.50mA — 5881 ENH up to 86 zones -50mA • All Receivers Support — Diversity reception with two antennea — Remote mounting for best location — Use of second receiver for maximum coverage or tough installations — Unique supervision and low battery indications by point Transmitters: • 5800 Series — Three volt Duracell lithium batteries — One mile range — Tamper standard Agency Listings: • UL Residential Fire and Burglary and CSFM • UL Commercial Burglary (VISTA- 50PUL) 165 Eileen Way, Syosset, NY 11191 Copyright ©2002 Pittway Corporation AOEMCO is an IS09001 Registered Company ADEMCO GROUP MAR - 8-2004 07:22A FROM: Mar -05 -04 01:53pm From -TOWN OF VAIL C UNITY DEVELORENT T0: 4792452 9704792452 T -490 TOWN OF V AIL DEPARTMENT OF COMMUNITY D13VELOP --MENT 75 S. FRONTAGE ROAD VAIL, CO 81657 9 - -2138 NOTE: THIS PERMIT MST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PER.MTT IK ill CONTRACTOR APPLICANT Desciption: Valuation: Job Address: 1701 BUF.FERR CREEK RD VAIL Locarion...... 1722 Buffchr Creek Road Parcel No...: 2103121215005 Project No : BRANDT, SCOTT A_ & 1200 LAFAYETTE ST DENVER CO 60218 License: EXCELL ELECTRIC PO BOX 1325 Eagle, Colorado 81631 License: 323 -E Excell Electric CLAUDINE 02/02/2004 0 3/05/2004 0 3/05/2004 License: Electrical wiring for a new single family residence $20.000.00 Phone: P:1 P.0021002 F -064 Permit 4. E04 -0010 Status ... ; ISSUED Applied ..: 02i02/2004 Issued, .: 02/04/2004 Expires . .: 08/02/2004 Phone: (970) 524 -1272 Phone: 970 - 524 -1272 . •. RYRRESRSSsTRfyrRR.. N.. isiiiiiiiii . *IrA..RRSRiiixiisi Electrrical—__> 3225.00 FEE SUMMARY iii i*.. f..•... TOW Calcwated FCN- r. f i a f �xi■ ........rsa.ssxisisiiiiaii yt; -> , lnvcy29gazion—_> Additional Fccf $0.0g Wi1J Call -- - -y $ 00 lo ml Pcrmil Fec —.•> $228,00 $3 _ OC Paymen�s S228, ..........r. 6i2Yiiti•�.f1. r ■.yT WssiiiEiS3EE7l�. 6At_ANCF DUE — $0.00 Approvals: fs.. rsiiiiliYiiEf�fsRY1 ......YriiiEtsssRlVf........ ip;.E.................. 44.4 Item: 06000 ELECTRICAL DEPARTMENT 02/02/2404 JS Action: AP Ltem: 05600 FIRE DSpgRTMFNT rrlsisf .i.......... I..ss.R1A ......... . rriRitiss. f........ IlrYSissiis .s.a■.►...•rsrssiitGiiiis.. .... i3214iik2s. . .....2is.e ■wl,.,rRrisYS: Cond : 12 CONDITION'S OF PPROV_AL ..... ► (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO ............. . CHECK FOR CODE COMPLIANCE {' • �r• AR. I..... �RiiGisriis\ R.. M.... Y�►' Yt\ �71s�s■ R........ Y. Y. VXNXq AR R..........mwvw.....r.......... Ak..i..■ .................... DECLARATIONS ' herehv sc1cR� „sledge that i have read this application, filled out iu full the information required, completed an accurate plot plwl. utd state that all the information as required is correct. I agree to comply with the information and plot plan, to cam lv with all Town ordinances and state laws, and io build ibis structure according to the towns zoning and subdivision codes, &si ' review ipproved, Uniform Building Code and other ordinances of the Town applicable thereto. rQIJESTS FOR WSPECTION SRALL BE MADE l'% "FATJy -FOUR HOURS TNT ADVANCE BY fEUPHONE AT 4792 -2149 OR AT OUR UFF ICE rROM &:DO AM - 4 P.M. 0 4w TOWN OF VAIL, COLORADO Statement Statement Number: R040005399 Amount: $228.00 02 / 04 /200412:50 PM Payment Method: Check Init: DDG Electric 2029 Notation: Excell ------ - - - - -- ------------------------------------------ Permit No: E04 -0010 --- - -'--- ________ Parcel No: 210312215005 Type: ELECTRICAL PERMIT Site Address: 1701 BUFFEHR CREEK RD VAIL Location: 1722 Buffehr Creek Road This Payment: $228.00 Total Fees: $228.00 Total ALL Pmts: $228.00 Balance: $0 *00 x ** ACCOUNT ITEM LIST: Account Code Description ------- - - - - -- -------------------------- Current Pmts _________ EP 00100003111100 - - -- TEMPORARY POWER PERMITS WC 00100003112800 WILL CALL INSPECTION FEE 225.00 --------------------------------------------- 00 ------------------- - - - - -- 3. APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED RECEIVED Project #: O , o FEB U Z 2 004 Building Permit #: 03 -02cj Electrical Permit #: d _ _ 6_67 TOWN OF 970- 479 -2149 (Inspections) 75 S. Frontage Rd. TOWN OF FAIL ELECTRICAL PERMIT APPLICATION Vail, Colorado 81657 CONTRACTOR INFORMATION Electrical Contractor:' E -Mail Address: _° trajctor Signature: Town of Vail Reg. No.: Contact and Phone #'s: ' 5',2 y - iZ :?2 COMPLETE SQ. FEET FOR NEW PUILDS and VALUATIONS FOR ALL OTHERS (Labor & Materials) AMOUNT OF SQ FT IN STRUCTURE: l� =ELECTRICAL VALUATION: $ 00 Contact Eagle County Assessors Office at 970 - 328 -8640 or visit www eagle county com for Parcel # Par cel # Job Name: Legal Description I Lot: Owners Name Engineer Detailed description of work: Job Address: Block: I Filing: I Subdivision: Address: Z z Phone: Address: Phone: mm�.� a Work Class: New ()6 Addition( ) Remodel ( ) Repair ( ) Temp Power (Y) Other ( ) Work Type: Interior ( ) Exterior ( ) Both ()4 Does an EH exist at this location: Yes( ) No Type of Bldg.: Single- family ()o Duplex ( ) Multi-family ) y ( ) Commercial ( ) Restaurant ( )Other ( ) No. of Existing Dwelling Units in this building: i No. of Accommodation Units in this building: ii Is this permit for a hot tub: Yes ( ) No (X) Does a Fire Alarm Exist: Yes ( ) No Does a Fire Sprinkler System Exist: Yes( ) No � XX]C J�YC ]� jC f • �: XJC }: JCYY %Y;FXYYY]�: :: �:YX OFFICE USE ONLY*** -;--*--**** Z 20L04lV[ Other Fees: Date Received: DRB Fees: Accepted - By: Planner Sign-off: + (^-% C` .fo - $ -3.0 . \\Vail \data \cdev\ > ORMS\PERMITS \ELECPERM.DOC 07/26/2002 TOWN Amendment to the 1999 N.E.C. Town of Vail Ordinance 10 -1 -6. ❑ Overhead services are not allowed in the Town of Vail. • Underground services have to be in conduit (PVC) from the transformer to the electric meter, main disconnect switch and to the first electrical distribution circuit breaker panel. • The main disconnect switch shall be located next to the meter on the exterior wall of the structure ructure easil y ❑ Lj All underground conduits are required to be inspected before back - filling the trench. In multi - family dwelling units, no electrical wiring or feeder cables shall pass from one unit to another. Common walls and spaces are accepted. ❑ NM Cable (Romex) is not allowed in commercial buildings or structures exceeding three (3) stories. ❑ No use of aluminum wire smaller than size #8 will be permitted with the Town of Vail. TOWN OF VAIL ELECTRICAL PERMIT GUIDELINES j All installations of exterior hot tubs or spa's require a DRB approval from planning. This application will not be accepted without a copy of the DRB approval form attached (if applicable). If this permit is for installation of an exterior hot tub or spa on a new elevated latfor 30" above grade, you must also obtain a building permit P m or deck over Li . If this permit is for installation of an exterior hot tub or spa on any existing deck or elevated platform a structural engineer must review the existing condition and verify that it will support the added concentrated load. Please provide a copy of the structural engineers wet stamped letter or drawing with this application. Lj If this is a remodel in a multi - family building with a homeowners association, a letter of permission from the association is required. If this permit is for a commercial space, two (2) sets of stamped drawings are required. I have read and understand the above. 1 - Signature 7 -off Date Signed If you have any questions regarding the above information or have additional questions please contact the Town of Vail Electrical Inspector at 970 -479 -2147. The inspector can be reached on Tuesday, Thursday and Friday mornings between the hours of 8am and 9am. You may also leave a voice mail and the inspector will call you back. 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 ELECTRICAL PERMIT Permit #: E04 -0101 Total Calculated Fees - -> $232.00 Electrical --------- > Job Address: 1722 BUFFEHR CREEK RD VAIL Status ...: ISSUED Location.....: 1722 Buffehr Creek Road Applied..: 06/11/2004 Parcel No...: 210312210006 Issued . .: 06/16/2004 Total Permit Fee--- - - - - -> Expires . .: 12/13/2004 Project No 6 20� Payments------------ - - - - -> $232.00 OWNER Scott & Claudine Brandt 06/11/2004 Phone: 303 - 864 -9016 1200 N Lafayette St TOTAL FEES - -> $232.00 Denver, CO $0.00 80218 License: CONTRACTOR R & A ENTERPRISES OF CARBOND06 /11/2004 Phone: (970) 945 -6500 5317 CR 154, Suite 201 Glenwood Springs, Colorado 81601 License: 339 -E APPLICANT R & A ENTERPRISES OF CARBOND06 /11/2004 Phone: (970) 945 -6500 5317 CR 154, Suite 201 Glenwood Springs, Colorado 81601 License: 339 -E Desciption: WIRING OF New single family with EHU and 3 -car garage Valuation: $70,000.00 # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## FEE SUMMARY ############################# # # # # # # # # # # # # # # # # * # # # # # # # # # # # # ## ###############*###################### Total Calculated Fees - -> $232.00 Electrical --------- > $229.00 DRB Fee --------- > $0.00 Additional Fees ---------- > $0.00 $0.00 Total Permit Fee--- - - - - -> $232.00 Investigation ---- > Payments------------ - - - - -> $232.00 Will Call --------- > $3-00 TOTAL FEES - -> $232.00 BALANCE DUE--- - - - - -> $0.00 Approvals: Item: 06000 ELECTRICAL DEPARTMENT 06/11/2004 JS 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 1 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 SIGNATURE OF E 149 OR AT OUR OFFICE FROM 8:00 AM _ 4 pM FOR HIMSELF AND -OW NF Ll TOWN OF VAIL, COLORADO * *x * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * *x * * * * * * * * * * * * * * * * ** * * * ** * * * ** * * * * * ** * State m ent Statement Number: R040006038 Amount: $232.00 06 /16/200402:52 PM Payment Method: Check Init: DDG Enterprises 8581 Notation: R & A ----------------- ---------------------- Permit No: E04 -0101 Type: ELECTRICAL PERMIT Parcel No: 2 10312210006 Site Address: 1722 BUFFEHR CREEK RD VAIL Location: 1722 Buffehr Creek Road Total Fees: $232.00 This Payment: $232.00 Total ALL Pmts: $232.00 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts ------------------------------ - - - - - - -- ------ - - - - -- EP 00100003111100 TEMPORARY POWER PERMITS 229.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 -------------------------------- - - - - -- APPLICATION 4. -�L NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNE Project #: 1�L65- Building Permit #: �— ;� Electrical Permit #: TVW NOFYAI,� � 970- 479 -2149 (Inspections) 75 S. Frontage Rd. Vail, Colorado 81657 Ele Contractor: K i t main Address. Contractor Signatur F CONTRACTOR INFORMATION Town of Vail Reg. No.: PLICAT Contact and Phone #'s: Ct 1�.y� C�fl 9'10. l �.� COMPLETE SQ. FEET FOR NEW BUILDS and VALUATIONS FOR ALL OTHERS Labor � & Materials) AMOUNT OF SQ FT IN STRUCTURE: C)C) ELECTRICAL VALUATION: $ � Contact Eagle Coun Assessors Office at 970- 328 - 8640 or visit www, ea /e -coup , co Parcel # �� �� mfor P arcel # Job Name: - I 1 =Lega�I�Description Lot: Block: Filing: Owners Name: cc„1d+ Address: Engineer IQ Address: Detailed description of work: CorSt rucl fir w 7 Ifs Work Class: New (X) Addition( ) Work Type: Interior ( ) Exterior Type of Bldg.: Single - family'( -) Duplex No. of Existing Dwelling Units in this buil( Is th; Job Address: J Subdivision: Pho r er �� ne: Phone: ee Remodel( ) Repair ( ) Temp Power ( ) Other Both —Yes­( ( ) Does an EHU exist at this location: ) No Multi- family ( ) Commercial ( ) Restaurant ( ) Other( ) Jing: I No. of Accommodation Units in this building: Is ermit for a hot tub: Yes No Does a Fire Alarm Exist: Yes( ) No N Does a Fire Sprinkler System Exist: Yes ( ) No i; is it ie r.xr,r,�+;xg is �c �F is k do �'r :F x;Exxtxr. is it xxxrrr� "FOR CE USE i OFFICE ONLY* xx�xY�x�,:: �x�r�xx�r�� *���x�xx,��x,��,�:�* ,z Other ees: _ REC J U N 1:1 2004 F DRB Fees: Plan en r Sio \ \Vai I\ data \cdev \FORMS \PERMITS \ELECPERM. DOC Date !17/74 /'1 Al OWN Amendment to the 1999 N.E.C. Town of Vail Ordinance 10 -1 -6. ❑ Overhead services are not allowed in the Town of Vail. ❑ Underground services have to be in conduit (PVC) from the transformer to the electric meter, main disconnect switch and to the first electrical distribution circuit breaker panel. ❑ The main disconnect switch shall be located next to the meter on the exterior wall of the structure easily accessible. ❑ All underground conduits are required to be inspected before back - filling the trench. J In multi - family dwelling units, no electrical wiring or feeder cables shall pass from one unit to another. Common walls and spaces are accepted. ❑ NM Cable (Romex) is not allowed in commercial buildings or structures exceeding three (3) stories. ❑ No use of aluminum wire smaller than size #8 will be permitted with the Town of Vail. TOWN OF VAIL ELECTRICAL PERMIT GUIDELINES ❑ All installations of exterior hot tubs or spa's require a DRB approval from planning. This application will not be accepted without a copy of the DRB approval form attached (if applicable). o If this permit is for installation of an exterior hot tub or spa on a new elevated platform or deck over 30" above grade, you must also obtain a building permit. ❑ If this permit is for installation of an exterior hot tub or spa on any existing deck or elevated platform, a structural engineer must review the existing condition and verify that it will support the added concentrated load. Please provide a copy of the structural engineers wet stamped letter or drawing with this application. Li If this is a remodel in a multi- family building with a homeowners association, a letter of permission from the association is required. ❑ If this permit is for a commercial space, two (2) sets of stamped drawings are required. I have read nd erstand the above. Signature 6 4ae C) Si gned If you have any questions regarding the above information or have additional questions, please contact the Town of Vail Electrical Inspector at 970 - 479 -2147. The inspector can be reached on Tuesday, Thursday and Friday mornings between the hours of 8am and 9am. You may also leave a voice mail and the inspector will call you back. ® 0 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 Job Address: 1722 BUFFEHR CREEK RD VAIL Location.....: 1722 Buffehr Creek Road Mechanical - - -> Parcel No...: 210312210006 Status ...: Project No PC " - 0170 Applied ..: OWNER Scott & Claudine Brandt 08/19/2004 1200 N Lafayette St Expires . .: Denver, CO Total Permit Fee ---------- > > 80218 Will Call - - -- -> License: Payments------------------- BALANCE DUE --------- > CONTRACTOR ALL STATE FIRE PROTECTION, 108/19/2004 6045 E 76TH #12 BUILDING DEPARTMENT COMMERCE CITY CO 80022 FIRE DEPARTMENT License: 370 -S APPLICANT ALL STATE FIRE PROTECTION, 108/19/2004 6045 E 76TH #12 COMMERCE CITY CO 80022 License: 370 -S Desciption: INSTALL FIRE SPRINKLER SYSTEM Valuation: $13,800.00 Permit #: F04 -0040 Mechanical - - -> $.3 - 9 Status ...: ISSUED Applied ..: 08/19/2004 Issued. .: 10/14/2004 Expires . .: $0.00 TOTAL FEES -- ----------- > $939.50 Phone: 303 - 864 -9016 Phone: 303 - 288 -3901 Phone: 303 - 288 -3901 s * * * asassasassasasas sass:: *::a *ss * *as * *ss *sss * *ss *sass *s *::sass * * *sa FEE SUMMARY a* *sass: * *a * *aassa * *saa *sa *::::sass: * *as *ass *aa* *ass *s* *sass Mechanical - - -> $0.00 Restuarant Plan Review - -> $0.00 Total Calculated Fees - - -> $939.50 Plan Check --- > $350.00 DRB Fee --------------------- > $0.00 Additional Fees------ - - - - -> ($3.00) $936.50 Investigation -> $0.00 TOTAL FEES -- ----------- > $939.50 Total Permit Fee ---------- > > $936.50 Will Call - - -- -> $3.00 Payments------------------- BALANCE DUE --------- > $0.00 ass* ass* asasasassssaas sass: asssaas *as * *a *aaass *sss *as * *aa* ass** sa* sa* sassaasasssasa *ssa *saassasssasass *ass sass *sssassssss *ssaasssas * *ssaa Item: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT 10/06/2004 mcgee Action: AP CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. s * *ssa *sa *ass *sa * * sas *s *ss *sa * ** aaaas* sa** s** ss** saa* ss** aa* ssa* ss* s a** ss* as** as* sa* ss* sa* ssasss* ss * *as *sa *ss * *ss * *s * *a * *as *ssssss *ass *sa *ssa *sa 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-FO IN ADVANCE BY TELEPHONE AT 479 -2135 FROM 8:00 AM - 5 PM. HIMSELF AND OWNER 0 TOWN OF VAIL, COLORADOCopy Reprinted on 10 -14 -2004 at 09:37:48 10/14/2004 Statement Statement Number: 8040006449 Amount: $936.50 08/19/200410:54 AM Payment Method: Check Init: JS Notation: #7531/ALL STATE FIRE PROTECTION -------------------------------------------------------- Permit No: F04 -0040 Type: SPRINKLER PERMIT Parcel No: 210312210006 Site Address: 1722 BUFFEHR CREEK RD VAIL Location: 1722 Buffehr Creek Road Total Fees: $936.50 This Payment: $936.50 Total ALL Pmts: $936.50 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts ---------------------- BP 00100003111100 SPRINKLER PERMIT FEES 586.50 PF 00100003112300 PLAN CHECK FEES 350.00 0 APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGN Project #: 2 03. 6 oe Building Permit #: �� Sprinkler Permit #: f- _�0 '0 A 970- 479 -2135 (inspections) TVWN0FYAIL 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 following. ermit application will not be accepted Vail, Colorado 81657 witho atio • Color to Engin r in) stamp. RECEIVED tcu of ials. ca AU6 1 b 2004 A State orad Ian Re n • Plans must be submitted by a Registered Fire Protection Contractor. l nNJ'rD Af­TnU INT Clln ,.. Fire Sprinkler Contractor: Town of Vail Reg. No.: Contact and Phone #'s: E -Mail Add Contractor Signature: COMPLETE VALUATIONS FOR ALARM PERMIT (Labor & Materials) Fire S prinkler: $ .00 1 Cont act Eagle County Assessors Offirp at o7n_ - Qaen P arcel # „ „m VVVVVV.CCI to - wunr . com ror Parcel # a1031ae1 Job Name.- BP,�ty : Job Address Legal Description Lot: 1 Block: t "1o\ R C Filing: Subdivision: E 7 Owners Name: Address: Phone: Engineer: Address: MIY.97 1 az& a r - ,ems+ -Wa Phone: Detailed Location of work: (i.e., floor, unit #, bldg. #) Ay a a - - Detailed description of work: Work Class: New( Addition( ) Remodel ( ) Repair ( ) Retro -fit ( ) Other ( ) Type of Bldg.. f Restaurant ( ) Other( ) No. of Existing Dwelling Units No. of Accommodation Units in this building. Does a Fire I rm Ex lX L” ( ) 11 Does a Fire Spr System Exist: Yac r Nn t i I tide 1 + 3 c > "FOR OFFICE USE ONLY l - 1 Fees: Pu blic Way Permit Fe I Arrantarl R .- , a 3' \\Vaihdatakdev \FORMS \PERMITS \SPRKPE RM. DOC v 07/24/2002 ALL STATE FIRE PROTECTION, INC. 6045 E. 76TH AVE., UNIT #12 COMMERCE CITY, CO 80022 TEL (303) 288 -3901 FAX (303) 288 -1936 LETTER OF TRANSMITTAL ATTN: �rl if�� • _ w• i m- K WE ARE SENDING: ( ) attached A blue lines ( ) mylars { } copy of letter { ) flow test product submittal ) plan registration form ( } samples { ) approved prints { a orders P ( I elevation } change { ) proposal ( ) sign contract ( } site plan water and size x other `� SETS OF PLANS WITH PAGES, DATED CKECK DESCRIPTION THESE ARE TRANSMITTED AS CHECKED BELOW: ( ) for approval ( I for your use { ) as requested ( ) for review and comment PLEASE RETURN COPIES. COMMENTS: SIGNAT RE ALL -STATE FIRE PROTECTION, INC. ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOWN OF VAIL, COLORADO Statement Statement Number: R040006449 Amount: $936.50 08/19/200410:54 AM Payment Method: Check Init: JS Notation: #7531 /ALL STATE FIRE PROTECTION ----------------------------------------------------------------------------- Permit No: F04 -0040 Type: SPRINKLER PERMIT Parcel No: 210312210006 Site Address: 1722 BUFFEHR CREEK RD VAIL Location: 1722 Buffehr Creek Road Total Fees: $939.50 This Payment: $936.50 Total ALL Pmts: $936.50 Balance: $3.00 ************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- BP 00100003111100 SPRINKLER PERMIT FEES 586.50 PF 00100003112300 PLAN CHECK FEES 350.00 ----------------------------------------------------------------------- - - - - -- Sep 07 04 02:57p P.1 Date: PROI I AV E # 1 . 8 1) C) '7v To: m UhW�#,J Company: VAl2- Fax Number: 27a-q7y-Z17L Reference: n 4-4 --/eq 7 eF 5 1"2 e "/ 6 f # Of Pages (with cover): Notes: 6( E. - /FTH C. C M M E FCE P 7 07 (j I Sep 07 04 02:58p p.2 A Concealed Residential Sprinkler engineered for a minimum design density of 0.05 gpm/`ft with low GPM requirements. Features 1. Very low water flow requirements. 2. 1 ,1 2" (13mm) Total adjustment. 3 Push- On/Thread -Off cover attachment option. 4, Smooth aesthetic ceiling profile. 5. Available in brass, chrome and black plated or painted finishes. Listings & Approval Listed by Underwriters Laboratories, and certified by UL for Canada (cULus) UL Listing Categories Residential Automatic Sprinklers UL Guide Number VKKw Product Description Model RFC43 Concealed Residential sprinklers are fast response residential fusible solder link automatic sprinklers. Residential sprinklers differ from standard sprinklers primarily in their response time and water distribution patterns. Model RFC43 sprnklers discharge water in a hemispherical pattern below the sprinkler deflector. Residential distribution patterns are higher and generally contain a finer droplet size than standard sprinkler patterns. The combination of speed of operat on and high discharge pattern required for residential sprinklers has demonstrated, in fire testing, an ability for controlling residential fires, and thereby providing significant evacuation time for occupants. The RFC43 Sprinkler provides the best form or ire protection by combining an attractive appearance. and ` I V , (13mm) of cover adjustment for ease of installation. The small diameter cover plate is easily and positively attached and blends into the ceiling. concealing the most dependable fire protection available, an automatic sprinkler system. (SIN RA0612) D Bulletin 006 Rev A W Model RFC43 Concealed Residential Sprinkler C) The RFC43 is a UL Listed Residential Sprinkler to be installed in the residential portions o any occupancy in accordance with NFPA 13,13R, & 13Q. The RFC43 can reduce the need for precise cutting of drop nipples. The threaded cover plate assembly can be adjusted without tools to fit accurately against the ceiling. The fire protection system need not be shut down to adjust or remove the cover plate assembly. Application and Installation The RFC43, for residential installations, uses a 165 °F (74 °C) fusible solder link in a tuning fork style sprinkler frame with a drop -down deflector. Tris assembly is recessed into the ceiling and concealed by a flat cover plate. The cover plate is attacf ed to the skirt, using 135°F (57 °C) ordinary temperature classification solder, when the ceiling temperature rises, the solder holding the cover plate releases the cover allowing the deflecto to drop into position and exposing the sprinkler The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway Mount Vernon, New York 10552 • A The RFC43 is a UL Listed Residential Sprinkler to be installed in the residential portions o any occupancy in accordance with NFPA 13,13R, & 13Q. The RFC43 can reduce the need for precise cutting of drop nipples. The threaded cover plate assembly can be adjusted without tools to fit accurately against the ceiling. The fire protection system need not be shut down to adjust or remove the cover plate assembly. Application and Installation The RFC43, for residential installations, uses a 165 °F (74 °C) fusible solder link in a tuning fork style sprinkler frame with a drop -down deflector. Tris assembly is recessed into the ceiling and concealed by a flat cover plate. The cover plate is attacf ed to the skirt, using 135°F (57 °C) ordinary temperature classification solder, when the ceiling temperature rises, the solder holding the cover plate releases the cover allowing the deflecto to drop into position and exposing the sprinkler The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway Mount Vernon, New York 10552 Sep 07 04 02:58p inside to ceiling temperature. The subsequent operation of the solder link opens the waterway and causes the deflector to drop into position to distribute the discharging water in a hemispherical pattern below the sprinkler deflector. Any adjustment of thread engagement between the cover plate and cup will assure that the drop -down deflector is properly located below the ceiling. The resicential distribution pattern contains a finer droplet size than a standard sprinkler, and the pattern produces significantly higher wall wetting. After a 2 5/8 inch diameter hole is cut in the ceiling, the sprinkler is to be installed with the Model FC Wrench. When installing a sprinkler, the wrench is first positioned into the sprinkler /cup assembly and around the hexaconal body of the sprinkler frame. The Wrench must bottom out against the cup in order to ensure proper, safe installation. The sprinkler Temperature Rating Max. Ambient Sprinkler Cover Plate Temp. 165 °F /74 °C 135 °Fi57 °C 100 °F /38`C inatan,tinn Rata p.3 is then tightened into the pipe fitting When inserting or removing the wrench from the sprinkler /cup assembly, care snculd be taken to prevent damage to the sprinker. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER /CUP ASSEMBLY. MODEL RFC43 CONCEALED SPRINKLERS MUST BE INSTALLED ONLY WITH 135 °F RATED COVERS. Cover assemblies provide up to y" i of adjustment. Turn trie cover clockwise until the flange is in contact wth the ceiling. The optional push -on cover plate may require a final adjusting turn to contact the ceiling. Cover removal requires turning in the counter - clockwise direction. In ceilings that have a plenum space above the sprnkler, the plenum space may have neutral or negative pressurization but must not be positively pressurized. Irspect all sprinklers after installation to ensure -;hat the gap beween the cover plate and ceiling and the 4 slots in the cuo are all coon and free from any air flow impediment. R I Thread Size I K inch ( Siz Factor Sprinkler Spacing ft. (m) Maximum Distance to Wall ft. (m) Minimum Distance between sprinkler ft. (m) Minimum Required Sprinkler Discharge Flow Press. { V gpm (Lpm) psi (bar) ' /.>" i15mm) 1 /2" (15mm) 4.3 4.3 12 x 12 3.6x3.6) 14 x 14 4.3x4.3) 6(1.83) 7(2,13) 8 2.43) 8 2.43) 12 (45) 13 (49) 7.8 (0.54) 9.1 (0.65) 1 12" 115mm) 4.3 4.3 16 x 16 (4.9x4.9) 18 x 18 (5.5x5.5) 8(2,43) 9(2.74) 8 (2.43) 8(2.43) 13 (49) 18 (68) 9.1 (0.63) 17.5(1-21) (15mm) , /2 ,, 15mm 4.3 20 x 20 (6.0x6.0) 10 (3.05) 8 (2.43) 21 (79) 23.8(l 64) Note: 1 bar= 100 Kpa Sep 07 04 02:58p Maintenance Model RFC43 Concealed Sprinklers should be inspected quarerly and the sprinkler systern maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler cover plate assembly which has been painted (other than iactcry applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick rep acement of damaged or operated sprinklers. Prior to Installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper operation or non - operation. Model RFC43 Residential Concealed Sprinkler Specification Sprinklers shall be cULus Lsted low flow residential concealed sprinklers with drop -down deflector and adjustable flat cover plate engineered for a minimum design density of 0.05 gplr>/ft?, Sprinkler frame and deflector shall be of bronze frame construction having a '/" NPT thread. Thermal element shall consist of an approved black- painted beryllium - nickel fusible solder link with symmetric lever mechanise maintaining a Teflon- coated Belleville spring washer and machined brass cap water seal assembly containing no plastic parts. Sprinkler K- factor shall be nominal 4.3(62.4) ' having a 7116" orifice. - emperature rating shall be Ordinary 165 °F (74 0 C); cover pia:e temperature rating to be p.4 135 °F (57 °C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange having a [thread -on] (push -on] and thread -off design, allowing a '/z" cover plate adjustment. Any secure engagement between the cover plate and the cup will assure that - -he drop -down deflector is properly located below the ceiling. A plastic protective cap shall be provided and factory installed inside the sprinkler cup to p the droo -down sprinkler deflector from damage, which could occur during construction before the cover plate is installed. Standard cover finisn [Chrome] [White] [Specialty— specify]. Residential concealed sprinklers shall be Reliable Model RFC43, SIN RA0612 (Bulletin 006). Ordering Information Specify: 1. Sprinkler Model 2. Cover Plate Finish 3. Thread -On or Push -On cover Cove Plate Finishes" Standard Finishes Chrome White Special Application Finishes Bright Brass Black Plating Black Paint Off White Satin Chrome Other colors and finishes available. Consult factory for details Note: Pa nt or any othe• coatings applied cver the factory finish tivi I vo d all app rovals and warranties. I ' x 112" REDUCING TEE OR ELBOW -- - -T - - ;" - -t- -- - -- Jl — 66.7mm 09. [58.7mm] DA — HOLE IN C£1L1NG l J .. CUP ... 2" [50.8mm] MAX. FACE OF FIrTlNG I > � I TO FACE OF CEILING DIMENSION i �.it.,• ..�.. CEILING MENT COVER ADJUS " D1A 3h6" L - 11 30�0 IN' COVER PLATE [54. !Mm] ASSEMBLY SPRINKLER aovm� i COVER PLATE ( Z2' I f 2 7mmi ADJUSTME!� el Sep 07 04 02:58p p.5 Rellable...For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision -made Reliable products that guard life and property from fire around the clock. • Automatic sprinklers • Flush automatic sprinklers • Recessed automatic sprinklers • Concealed automatic sprinklers • Adjustable automatic sprinklers • Dry automatic sprinklers • Intermediate level sprinklers • Open sprinklers • Spray nozzles • Alarm valves • Retarding chambers • Dry pipe valves • Accelerators for dry pipe valves • Mechanical sprinkler alarms • Electrical sprinkler alarm switches • Water flow detectors • Deluge valves • Detector check valves • Check valves • Supertrol electrical system • Sprinkler emergency cabinets • Sprinkler wrenches • Sprinkler escutcheons and guards • Inspectors test connections • Sight drains • Ball drips and drum drips • Ccntrol valve seals • Air maintenance devices • Air compressors • Pressure gauges • Identification signs • Fire department connection The equipment prescmed in this bulletin is to be installed in accordance wth ;he latest pertaent &ardares of the National Fire Protecticn Association. Factory Mutual Research Corporation, or other similar organizations and also vnth the provisions of governmental codes o ordinances, wne ^ever applicable Products manufactured and distributed by RELIABLE I been protecting :ifc and property for ever 80 years. and are installed and serviced by the most I igh'y qt alifiec and reputable sprinkler contractors Iccated throughout the United States. Canada and foreign countries. Marulactured by The Reliable Automatic Sprinkler Co., Inc. P e p e e c (800) 431 -1588 Sales O`fices (800) 848 -6051 Sales Fax (914) 668 -3470 Corporate Offices Rcvisioi Ines ind,cale updated Br now dala v:ww reiat•iesprin {ler.com Internet Address E.G. Printed in USA. 2104 PAN 999997C261 ALL -STATE FIRE PROTECTION, INC. 6045 E. 76 AVE. #12, Commerce City, CO 80022 Phone (303) 288 -3901 * Fax (303) 288 -1936 FIRE SPRINKLER EQUIPMENT SUBMITTAL AND HYDRAULIC CALCULATIONS FOR Brandt Residence Vail, CO X. )�'Z/ 9//A /10/. MICHAEL KRZASTEK NICET LEVEL III, # 93492 • 4 O Hydraulic Calculations Project Information Project Name: Brandt Residence Date 8/13/04 Lot 5, Zneimer Subdivision File # 9402 -5 Vail, Colorado Index 105 Calculation Area: Living @ 83.9 psi Design Criteria Occupancy Classification: Residential gpm Construction ® Combustible ❑ Non Combustible Density: .05 min density Area of Operation: N /A. Area per Sprinkler: 256 sq. ft. max. Number of Sprinklers Calculated: 4 head(s) Hose Allowance Rack Sprinkler Allowance 0 gpm inside 0 gpm 0 gpm outside Water Supply Sprinklers Static 170 psi Make: Reliable Model RFC43 Size: 7/16" K= 4.30 Temp: 165° Calculation Summary Total Sprinkler Water Flow: 79.5 gpm Flow & Pressure: (at base of riser): 79.5 gpm @ 83.9 psi (at city connection): 79.5 gpm @ 103.6 psi Notes: AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 79.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER 4 0.0 GPM 0 DISCHARGE FROM ACTIVE SPRINKLERS DATE: 8/13/2004 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 JOB TITLE: Brandt Residence - 4 Head E: \T_DATA Calc. - Living \9402 -5.SDF WATER SUPPLY DATA 59.9 - - - 8 10.5 - - - - 60.2 - - - 9 SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ -D NODE TAG PRESS. PRESS. @ 59.9 - - PRESS. @ DEMAND PRESS. 14 (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) S (N /A) 170.0 (N /A) 170.0 79.5 103.6 - - - - AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 79.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 79.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 10.5 - - - - 60.2 - - - 2 10.5 - - - - 60.2 - - - 3 11.2 - - _ - 59.9 - - - 4 10.5 - - - - 60.2 - - - 5 11.2 - - - - 59.9 - - - 6 10.5 - - - - 60.2 - - - 7 11.2 - - - - 59.9 - - - 8 10.5 - - - - 60.2 - - - 9 10.5 - - - - 60.2 - - - 10 11.2 - - - - 59.9 - - - 11 10.5 - - - - 60.2 - - - 12 11.2 - - - - 59.9 - - 13 11.2 - - - - 59.9 _ 14 23.8 - 15 - - - 21.5 - 54.4 - - - 16 - - - 21.5 - 42.5 17 - - - 30.9 42.5 - - - - - - - 38.4 - - - 18 22.2 - - - - 42.2 - - - 19 21.5 - - - - 42.5 - 20 22.2 - - - - 42.2 - - 21 22.2 - - - - 42.2 - - 22 32.7 - - - - 37.6 - - 23 46.7 - - - - 31.5 - - 24 47.4 - - - - 31.2 - - 25 49.3 - - - - 30.4 - - - 26 49.3 - - - - 30.4 - - - 27 41.0 - - - - 34.0 - - 28 41.0 - - - - 34.0 - - - 29 39.9 - - - - 42.1 - - - 30 39.0 - - - - 43.9 - - - 31 39.1 - _ _ _ 44.4 - - - 32 23.8 - - - - 51.9 - 33 35.3 - - - - 46.2 - - - w 0 DATE: 8/13/2004 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 JOB TITLE: Brandt Residence - 4 Head Calc. - Living E: \T_DATA \9402 -5.SDF NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 34 37.4 - - _ - 46.2 - _ 35 41.0 - - - - 31.8 - - 36 35.1 - _ _ _ 29.9 _ 37 36.2 K= 4.30 25.9 21.9 38 36.9 K= 4.30 17.5 18.0 39 35.3 K= 4.15 21.1 19.1 40 33.2 K= 4.15 24.6 20.6 41 32.5 - - - - 30.7 - - - 42 37.4 - - - - 43.5 - - - 43 37.4 - - - - 46.3 - - - 44 37.2 - - - - 47.8 - - - 45 23.8 - - - - 56.1 - - - R1 23.8 - - - - 62.0 - - - R2 20.1 - - - - 65.3 - - - R3 20.1 - - - - 65.8 - - - R4 16.5 - - - - 67.7 - - R5 16.5 - - - - 79.7 _ R6 10.0 - - - - 83.9 - - - W1 22.8 - - - - 89.3 - - - W2 22.8 - - - - 92.3 - S 0 . 0 SOURCE 103.6 79.5 O SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/13/2004 E: \T_DATA \9402 -5.SDF JOB TITLE: Brandt Residence - 4 Head Calc. - Living PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 1 0.0 0.811 PL 8.71 PF 0.0 1 10.5 0.0 60.2 0.0 0.0 150 FTG 2ER PE -0.3 3 11.2 0.0 59.9 0.0 0.000 TL 16.21 PV Pipe: 2 0.0 0.811 PL 14.54 PF 0.0 2 10.5 0.0 60.2 0.0 0.0 150 FTG ET PE -0..3 3 11.2 0.0 59.9 0.0 0.000 TL 22.04 PV Pipe: 3 0.0 1.055 PL 8.17 PF 0.0 3 11.2 0.0 59.9 0.0 0.0 150 FTG R PE 0.0 5 11.2 0.0 59.9 0.0 0.000 TL 11.17 PV Pipe: 4 0.0 0.811 PL 14.54 PF 0.0 4 10.5 0.0 60.2 0.0 0.0 150 FTG ET PE -0.3 5 11.2 0.0 59.9 0.0 0.000 TL 22.04 PV Pipe: 5 0.0 1.055 PL 0.50 PF 0.0 5 11.2 0.0 59.9 0.0 0.0 150 FTG R PE 0.0 7 11.2 0.0 59.9 0.0 0.000 TL 3.50 PV Pipe: 6 0.0 0.811 PL 1.79 PF 0.0 6 10.5 0.0 60.2 0.0 0.0 150 FTG 2ET PE -0.3 7 11.2 0.0 59.9 0.0 0.000 TL 12.29 PV Pipe: 7 0.0 1.055 PL 31.58 PF 0.0 7 11.2 0.0 59.9 0.0 0.0 150 FTG T6R PE 0.0 13 11.2 0.0 59.9 0.0 0.000 TL 57.08 PV Pipe: 8 0.0 0.811 PL 11.38 PF 0.0 8 10.5 0.0 60.2 0.0 0.0 150 FTG 2ER PE -0.3 10 11.2 0.0 59.9 0.0 0.000 TL 18.88 PV Pipe: 9 0.0 0.811 PL 7.54 PF 0.0 9 10.5 0.0 60.2 0.0 0.0 150 FTG ET PE -0.3 10 11.2 0.0 59.9 0.0 0.000 TL 15.04 PV Pipe: 10 0.0 1.055 PL 0.83 PF 0.0 10 11.2 0.0 59.9 0.0 0.0 150 FTG R PE 0.0 12 11.2 0.0 59.9 0.0 0.000 TL 3.83 PV Pipe: 11 0.0 0.811 PL 2.04 PF 0.0 11 10.5 0.0 60.2 0.0 0.0 150 FTG ET PE -0.3 12 11.2 0.0 59.9 0.0 0.000 TL 9.54 PV Pipe: 12 0.0 1.055 PL 16.08 PF 0.0 12 11.2 0.0 59.9 0.0 0.0 150 FTG T2R PE 0.0 13 11.2 0.0 59.9 0.0 0.000 TL 29.58 PV DATE: 8/13/2004 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 E: \T_DATA \9402 -5.SDF JOB TITLE: Brandt Residence - 4 Head Calc. - Living PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) gum NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 13 0.0 1.055 PL 12.62 PF 0.0 13 11.2 0.0 59.9 0.0 0.0 150 FTG T PE -5.5 14 23.8 0.0 54.4 0.0 0.000 TL 20.12 PV Pipe: 14 0.0 0.811 PL 5.25 PF 0.0 15 21.5 0.0 42.5 0.0 0.0 150 FTG ET PE -0.3 21 22.2 0.0 42.2 0.0 0.000 TL 12.75 PV Pipe: 15 0.0 0.811 PL 1.25 PF 0.0 16 21.5 0.0 42.5 0.0 0.0 150 FTG ER PE -0.3 18 22.2 0.0 42.2 0.0 0.000 TL 5.75 PV Pipe: 16 0.0 0.811 PL 14.58 PF 0.0 17 30.9 0.0 38.4 0.0 0.0 150 FTG 3ET PE 3.8 18 22.2 0.0 42.2 0.0 0.000 TL 28.08 PV Pipe: 17 0.0 1.055 PL 4.92 PF 0.0 18 22.2 0.0 42.2 0.0 0.0 150 FTG ER PE 0.0 20 22.2 0.0 42.2 0.0 0.000 TL 10.92 PV Pipe: 18 0.0 0.811 PL 6.33 PF 0.0 19 21.5 0.0 42.5 0.0 0.0 150 FTG ET PE -0.3 20 22.2 0.0 42.2 0.0 0.000 TL 13.83 PV Pipe: 19 0.0 1.055 PL 5.83 PF 0.0 20 22.2 0.0 42.2 0.0 0.0 150 FTG T PE 0.0 21 22.2 0.0 42.2 0.0 0.000 TL 13.33 PV Pipe: 20 0.0 1.291 PL 10.46 PF 0.0 21 22.2 0.0 42.2 0.0 0.0 150 FTG E PE -4.5 22 32.7 0.0 37.6 0.0 0.000 TL 14.96 PV Pipe: 21 0.0 1.291 PL 13.17 PF 0.0 22 32.7 0.0 37.6 0.0 0.0 150 FTG 4E2TR PE -3.6 27 41.0 0.0 34.0 0.0 0.000 TL 52.17 PV Pipe: 22 0.0 0.811 PL 6.42 PF 0.0 23 46.7 0.0 31.5 0.0 0.0 150 FTG 2ER PE -1.1 25 49.3 0.0 30.4 0.0 0.000 TL 13.92 PV Pipe: 23 0.0 0.811 PL 6.00 PF 0.0 24 47.4 0.0 31.2 0.0 0.0 150 FTG 3ET PE -0.8 25 49.3 0.0 30.4 0.0 0.000 TL 19.50 PV Pipe: 24 0.0 1.055 PL 5.33 PF 0.0 25 49.3 0.0 30.4 0.0 0.0 150 FTG E PE 0.0 26 49.3 0.0 30.4 0.0 0.000 TL 8.33 PV Pipe: 25 0.0 1.055 PL 8.29 PF 0.0 26 49.3 0.0 30.4 0.0 0.0 150 FTG T PE 3.6 27 41.0 0.0 34.0 0.0 0.000 TL 15.79 PV • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/13/2004 E: \T_DATA \9402 -5.SDF JOB TITLE: Brandt Residence - 4 Head Calc. - Living PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 26 0.0 1.291 PL 7.50 PF 0.0 27 41.0 0.0 34.0 0.0 0.0 150 FTG ETR PE 0.0 28 41.0 0.0 34.0 0.0 0.000 TL 24.00 PV Pipe: 27 -34.1 1.291 PL 40.58 PF 7.6 28 41.0 0.0 34.0 0.0 8.4 150 FTG 7ET3R PE 0.5 29 39.9 0.0 42.1 0.0 0.084 TL 90.08 PV Pipe: 28 -34.1 1.291 PL 5.50 PF 1.5 29 39.9 0.0 42.1 0.0 8.4 150 FTG TR PE 0.4 30 39.0 0.0 43.9 0.0 0.084 TL 17.50 PV Pipe: 29 -21.4 1.291 PL 4.17 PF 0.5 30 39.0 0.0 43.9 0.0 5.3 150 FTG 2E PE 0.0 31 39.1 0.0 44.4 0.0 0.036 TL 13.17 PV Pipe: 30 -21.4 1.291 PL 15.29 PF 0.9 31 39.1 0.0 44.4 0.0 5.3 150 FTG T PE 6.6 32 23.8 0.0 51.9 0.0 0.036 TL 24.29 PV Pipe: 31 -12.7 1.291 PL 29.00 PF 0.7 30 39.0 0.0 43.9 0.0 3.1 150 FTG ET3R PE 1.6 33 35.3 0.0 46.2 0.0 0.013 TL 51.50 PV Pipe: 32 -12.7 1.291 PL 25.92 PF 0.9 33 35.3 0.0 46.2 0.0 3.1 150 FTG 4ET4R PE -0.9 34 37.4 0.0 46.2 0.0 0.013 TL 64.92 PV Pipe: 33 -12.7 1.527 PL 7.00 PF 0.1 34 37.4 0.0 46.2 0.0 2.2 150 FTG T PE 0.0 43 37.4 0.0 46.3 0.0 0.006 TL 19.00 PV Pipe: 34 34.1 1.291 PL 13.92 PF 2.2 28 41.0 0.0 34.0 0.0 8.4 150 FTG TR PE 0.0 35 41.0 0.0 31.8 0.0 0.084 TL 25.92 PV Pipe: 35 34.1 1.291 PL 23.21 PF 4.5 35 41.0 0.0 31.8 0.0 8.4 150 FTG 4ETR PE 2.5 36 35.1 0.0 29.9 0.0 0.084 TL 53.21 PV Pipe: 36 -21.9 0.811 PL 5.50 PF 3.6 37 36.2 4.3 25.9 21.9 13.6 150 FTG ER PE 0.5 36 35.1 0.0 29.9 0.0 0.356 TL 10.00 PV Pipe: 37 12.2 1.291 PL 20.50 PF 0.4 36 35.1 0.0 29.9 0.0 3.0 150 FTG E2R PE 1.2 41 32.5 0.0 30.7 0.0 0.013 TL 31.00 PV Pipe: 38 -18.0 0.811 PL 7.17 PF 2.9 38 36.9 4.3 17.5 18.0 11.2 150 FTG ER PE 0.7 39 35.3 4.1 21.1 19.1 0.248 TL 11.67 PV DATE: 8/13/2004 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 E: \T_DATA \9402 -5.SDF JOB TITLE: Brandt Residence - 4 Head Calc. - Living PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) gum NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 39 -37.1 1.055 PL 6.67 PF 2.5 39 35.3 4.1 21.1 19.1 13.6 150 FTG R PE 0.9 40 33.2 4.2 24.6 20.6 0.262 TL 9.67 PV Pipe: 40 -57.6 1.055 PL 2.25 PF 5.8 40 33.2 4.2 24.6 20.6 21.2 150 FTG T PE 0.3 41 32.5 0.0 30.7 0.0 0.593 TL 9.75 PV Pipe: 41 -45.4 1.291 PL 59.75 PF 14.9 41 32.5 0.0 30.7 0.0 11.1 150 FTG 6E6R PE -2.1 42 37.4 0.0 43.5 0.0 0.143 TL 104.75 PV Pipe: 42 -45.4 1.291 PL 7.83 PF 2.8 42 37.4 0.0 43.5 0.0 11.1 150 FTG TR PE 0.0 43 37.4 0.0 46.3 0.0 0.143 TL 19.83 PV Pipe: 43 -58.1 1.527 PL 1.83 PF 1.4 43 37.4 0.0 46.3 0.0 10.2 150 FTG 2E PE 0.1 44 37.2 0.0 47.8 0.0 0.099 TL 13.83 PV Pipe: 44 -58.1 1.527 PL 13.38 PF 2.5 44 37.2 0.0 47.8 0.0 10.2 150 FTG T PE 5.8 45 23.8 0.0 56.1 0.0 0.099 TL 25.38 PV Pipe: 45 -21.4 1.291 PL 35.42 PF 2.5 32 23.8 0.0 51.9 0.0 5.3 150 FTG 2T6R PE 0.0 14 23.8 0.0 54.4 0.0 0.036 TL 71.42 PV Pipe: 46 -21.4 1.291 PL 23.50 PF 1.7 14 23.8 0.0 54.4 0.0 5.3 150 FTG 8R PE 0.0 45 23.8 0.0 56.1 0.0 0.036 TL 47.50 PV Pipe: 47 -79.5 1.527 PL 10.83 PF 5.9 45 23.8 0.0 56.1 0.0 13.9 150 FTG ETR PE 0.0 Rl 23.8 0.0 62.0 0.0 0.178 TL 33.33 PV Pipe: 48 -79.5 2.009 PL 3.67 PF 1.7 R1 23.8 0.0 62.0 0.0 8.0 150 FTG 3RGV PE 1.6 R2 20.1 0.0 65.3 0.0 0.047 TL 35.67 PV Pipe: 49 FIXED PRESSURE LOSS DEVICE R3 20.1 0.0 65.8 0.0 0.5 psi, 79.5 gpm R2 20.1 0.0 65.3 0.0 Pipe: 50 -79.5 2.009 PL 3.67 PF 0.4 R3 20.1 0.0 65.8 0.0 8.0 150 FTG R PE 1.6 R4 16.5 0.0 67.7 0.0 0.047 TL 8.17 PV Pipe: 51 FIXED PRESSURE LOSS DEVICE R5 16.5 0.0 79.7 0.0 12.0 psi, 79.5 gpm R4 16.5 0.0 67.7 0.0 HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.128 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 21.2 ft /sec at pipe 40. (4) PIPE FITTINGS TABLE Pipe Table Name: HOUSE.PIP PAGE: C MATERIAL: Cppr -K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R L G A V C Ell Tee RunTee 45 -Ell GateVa Ang1Va ChckVa Cping 1.959 7.00 15.00 4.50 3.00 1.50 36.00 17.00 1.00 O SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 8/13/2004 JOB TITLE: Brandt Residence - 4 Head Calc. - Living E: \T_DATA \9402 -5.SDF PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. 9 NODES (FT) (K) (PSI) (GPM) FL /FT (P$2) l Pipe: 52 -79.5 2.009 PL 8.46 PF 1.4 R5 16.5 0.0 79.7 0.0 8.0 150 FTG 3E PE 2.8 R6 10.0 0.0 83.9 0.0 0.047 TL 29.46 PV Pipe: 53 -79.5 1.959 PL 200.00 PF 10.9 R6 10.0 0.0 83.9 0.0 8.5 150 FTG E PE -5.5 W1 22.8 0.0 89.3 0.0 0.053 TL 207.00 PV Pipe: 54 FIXED, PRESSURE LOSS DEVICE W2 22.8 0.0 92.3 0.0 3.0 psi, 79.5 gpm W1 22.8 0.0 89.3 0.0 Pipe: 55 -79.5 1.959 PL 10.00 PF 1.4 W2 22.8 0.0 92.3 0.0 8.5 150 FTG TG PE 9.9 S 0.0 SRCE 103.6 (N /A) 0.053 TL 26.50 PV NOTES: (1) Calculations were performed by the HASS 7.6 computer program under license no. 50040231 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.128 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 21.2 ft /sec at pipe 40. (4) PIPE FITTINGS TABLE Pipe Table Name: HOUSE.PIP PAGE: C MATERIAL: Cppr -K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R L G A V C Ell Tee RunTee 45 -Ell GateVa Ang1Va ChckVa Cping 1.959 7.00 15.00 4.50 3.00 1.50 36.00 17.00 1.00 A DATE: 8/13/2004 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 ' JOB TITLE: Brandt Residence - 4 Head Calc. - Living E: \T_DATA \9402 -5.SDF PAGE: E MATERIAL: Cppr -M HWC: 150 ' Diameter Equivalent Fitting Lengths in Feet (in) E T R L G A V C ' 0.811 Ell 3.00 Tee 4.50 RunTee 1.50 45 -Ell GateVa 1.50 Ang1Va ChckVa Cping 1.50 15.00 4.50 0.50 1.055 3.00 7.50 3.00 1.50 1.50 18.00 7.50 0.50 1.291 4.50 9.00 3.00 1.50 1.50 23.00 11.00 1.00 ' 1.527 6.00 12.00 4.50 3.00 1.50 27.00 14.00 1.00 1 2.009 7.00 15.00 4.50 3.00 1.50 36.00 17.00 1.00 I � • a SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 8/13/2004 E: \T_DATA \9402 -5.SDF JOB TITLE: Brandt Residence - 4 Head Calc. - Living WATER SUPPLY CURVE 180+ 165+ I 150+ I 135+ P120+ R E S S105 +X U R E 90+ P S I 75+ I I 60+ 45+ ======================== = = = = == 30+ LEGEND n X = Required Water Supply 103.58 psi @ 79.5 gpm 15+ 0 = Available Water Supply 170.00 psi @ 79.5 gpm 0++-+---+----+----- +--------- +------ - - - - - 200 300 400 500 600 700 800 900 1000 FLOW (GPM) 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 II DATE: 8/13/2004 E:\T_DATA\9402-5.SDF JOB TITLE: Brandt Residence - 4 Head Calc. - Living Utility Report: Equivalent K- Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H -W Equivalent Name K- Factor ------------------------------------------------------------- (psi) (in) Len.(ft) Len.(ft) coef. K- factor 39 4.30 7.00 1.055 0.50 T 8.00 150.00 4.23 39 4.20 7.00 0.811 0.50 T 5.00 150.00 4.06 Equivalent K- Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H -W Equivalent Name K- Factor (psi) (in) Len.(ft) Len.(ft) coef. K- factor 39 4.30 7.00 0.811 0.50 ----------------------------- T 5.00 150.00 4.15 o v Hydraulic Calculations Project Information Project Name: Brandt Residence Date 8/13/04 Lot 5, Zneimer Subdivision File # 9402 -3 Vail, Colorado Index 105 Calculation Area: Den/Foyer Design Criteria Occupancy Classification: Residential Construction ® Combustible ❑ Non Combustible Density: .05 min density Area of Operation: N /A. Area per Sprinkler: 256 sq. ft. max. Number of Sprinklers Calculated: 4 head(s) Hose Allowance Rack Sprinkler Allowance 0 gpm inside 0 gpm 0 gpm outside Water Supply Sprinklers Static 170 psi Make: Reliable Model RFC43 Size: 7/16" K= 4.30 Temp: 165° Calculation Summary Total Sprinkler Water Flow: 66.8 gpm Flow & Pressure: (at base of riser): 66.8 gpm @ 91.9 psi (at city connection): 66.8 gpm @ 108.2 psi Notes: • a SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 8/13/2004 E: \T_DATA \9402 -3.SDF JOB TITLE: Brandt Residence - 4 Head Calc. - Den /Foyer WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) S (N /A) 170.0 (N /A) 170.0 66.8 108.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 66.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 66.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 10.5 - - - - 70.8 - - - 2 10.5 - - - - 70.8 - - - 3 11.2 - - - - 70.5 - - - 4 10.5 - - - - 70.8 - - - 5 11.2 - - - - 70.5 - - - 6 10.5 - - - - 70.8 - - - 7 11.2 - - - - 70.5 - - - 8 10.5 - - - - 70.8 - - - 9 10.5 - - - - 70.8 - - - 10 11.2 - - - - 70.5 - - - 11 10.5 - - - - 70.8 - - - 12 11.2 - - - - 70.5 - - - 13 11.2 - - - - 70.5 - - - 14 23.8 - - - - 65.0 - - - 15 21.5 K= 4.30 20.8 19.6 16 21.5 K= 4.30 15.8 17.1 17 30.9 K= 4.30 9.1 13.0 18 22.2 - - - - 16.7 - - - 19 21.5 K= 4.30 15.9 17.1 20 22.2 - - - - 18.7 - - - 21 22.2 - - - - 24.1 - - - 22 32.7 - - - - 24.0 - - - 23 46.7 - - - - 33.1 - - - 24 47.4 - - - - 32.8 - - - 25 49.3 - - - - 32.0 - - - 26 49.3 - - - - 32.0 - - - 27 41.0 - - - - 35.6 - - - 28 41.0 - - - - 42.6 - - - 29 39.9 - - - - 52.4 - - - 30 39.0 - - - - 54.7 - - - 31 39.1 - - - - 55.1 - - - 32 23.8 - - - - 62.6 - - - 33 35.3 - - - - 57.5 - - - o SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/13/2004 E: \T_DATA \9402 -3.SDF JOB TITLE: Brandt Residence - 4 Head Calc. - Den /Foyer NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 34 37.4 - - - - 58.1 - - - 35 41.0 - - - - 44.1 - - - 36 35.1 - - _ _ 49.9 - - - 37 36.2 - - _ _ 49.4 - - - 38 36.9 - - - - 51.0 - - - 39 35.3 - - - - 51.7 - - - 40 33.2 - - - _ 52.6 - - - 41 32.5 - - - _ 52.9 - - - 42 37.4 - - - - 57.1 - - - 43 37.4 - - - - 58.3 - - - 44 37.2 - - - - 59.3 - - - 45 23.8 - - - - 66.7 - - - R1 23.8 - - - - 71.0 - - - R2 20.1 - - - - 73.8 - - - R3 20.1 - - - - 74.3 - - - R4 16.5 - - - - 76.1 - - - R5 16.5 - - - - 88.1 - - - R6 10.0 - - - - 91.9 - - - W1 22.8 - - - - 94.3 - - - W2 22.8 - - - - 97.3 - - - S 0.0 SOURCE 108.2 66.8 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/13/2004 E: \T_DATA \9402 -3.SDF JOB TITLE: Brandt Residence - 4 Head Calc. - Den /Foyer PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 1 0.0 0.811 PL 8.71 PF 0.0 1 10.5 0.0 70.8 0.0 0.0 150 FTG 2ER PE -0.3 3 11.2 0.0 70.5 0.0 0.000 TL 16.21 PV Pipe: 2 0.0 0.811 PL 14.54 PF 0.0 2 10.5 0.0 70.8 0.0 0.0 150 FTG ET PE -0.3 3 11.2 0.0 70.5 0.0 0.000 TL 22.04 PV Pipe: 3 0.0 1.055 PL 8.17 PF 0.0 3 11.2 0.0 70.5 0.0 0.0 150 FTG R PE 0.0 5 11.2 0.0 70.5 0.0 0.000 TL 11.17 PV Pipe: 4 0.0 0.811 PL 14.54 PF 0.0 4 10.5 0.0 70.8 0.0 0.0 150 FTG ET PE -0.3 5 11.2 0.0 70.5 0.0 0.000 TL 22.04 PV Pipe: 5 0.0 1.055 PL 0.50 PF 0.0 5 11.2 0.0 70.5 0.0 0.0 150 FTG R PE 0.0 7 11.2 0.0 70.5 0.0 0.000 TL 3.50 PV Pipe: 6 0.0 0.811 PL 1.79 PF 0.0 6 10.5 0.0 70.8 0.0 0.0 150 FTG 2ET PE -0.3 7 11.2 0.0 70.5 0.0 0.000 TL 12.29 PV Pipe: 7 0.0 1.055 PL 31.58 PF 0.0 7 11.2 0.0 70.5 0.0 0.0 150 FTG TGR PE 0.0 13 11.2 0.0 70.5 0.0 0.000 TL 57.08 PV Pipe: 8 0.0 0.811 PL 11.38 PF 0.0 8 10.5 0.0 70.8 0.0 0.0 150 FTG 2ER PE -0.3 10 11.2 0.0 70.5 0.0 0.000 TL 18.88 PV Pipe: 9 0.0 0.811 PL 7.54 PF 0.0 9 10.5 0.0 70.8 0.0 0.0 150 FTG ET PE -0.3 10 11.2 0.0 70.5 0.0 0.000 TL 15.04 PV Pipe: 10 0.0 1.055 PL 0.83 PF 0.0 10 11.2 0.0 70.5 0.0 0.0 150 FTG R PE 0.0 12 11.2 0.0 70.5 0.0 0.000 TL 3.83 PV Pipe: 11 0.0 0.811 PL 2.04 PF 0.0 11 10.5 0.0 70.8 0.0 0.0 150 FTG ET PE -0.3 12 11.2 0.0 70.5 0.0 0.000 TL 9.54 PV Pipe: 12 0.0 1.055 PL 16.08 PF 0.0 12 11.2 0.0 70.5 0.0 0.0 150 FTG T2R PE 0.0 13 11.2 0.0 70.5 0.0 0.000 TL 29.58 PV o SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/13/2004 E: \T_DATA \9402 -3.SDF JOB TITLE: Brandt Residence - 4 Head Calc. - Den /Foyer PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 13 0.0 1.055 PL 12.62 PF 0.0 13 11.2 0.0 70.5 0.0 0.0 150 FTG T PE -5.5 14 23.8 0.0 65.0 0.0 0.000 TL 20.12 PV Pipe: 14 -19.6 0.811 PL 5.25 PF 3.7 15 21.5 4.3 20.8 19.6 12.2 150 FTG ET PE -0.3 21 22.2 0.0 24.1 0.0 0.290 TL 12.75 PV Pipe: 15 -17.1 0.811 PL 1.25 PF 1.3 16 21.5 4.3 15.8 17.1 10.6 150 FTG ER PE -0.3 18 22.2 0.0 16.7 0.0 0.225 TL 5.75 PV Pipe: 16 -13.0 0.811 PL 14.58 PF 3.8 17 30.9 4.3 9.1 13.0 8.1 150 FTG 3ET PE 3.8 18 22.2 0.0 16.7 0.0 0.136 TL 28.08 PV Pipe: 17 -30.1 1.055 PL 4.92 PF 1.9 18 22.2 0.0 16.7 0.0 11.0 150 FTG ER PE 0.0 20 22.2 0.0 18.7 0.0 0.178 TL 10.92 PV Pipe: 18 -17.1 0.811 PL 6.33 PF 3.1 19 21.5 4.3 15.9 17.1 10.6 150 FTG ET PE -0.3 20 22.2 0.0 18.7 0.0 0.226 TL 13.83 PV Pipe: 19 -47.2 1.055 PL 5.83 PF 5.5 20 22.2 0.0 18.7 0.0 17.3 150 FTG T PE 0.0 21 22.2 0.0 24.1 0.0 0.410 TL 13.33 PV Pipe: 20 -66.8 1.291 PL 10.46 PF 4.4 21 22.2 0.0 24.1 0.0 16.4 150 FTG E PE -4.5 22 32.7 0.0 24.0 0.0 0.292 TL 14.96 PV Pipe: 21 -66.8 1.291 PL 13.17 PF 15.2 22 32.7 0.0 24.0 0.0 16.4 150 FTG 4E2TR PE -3.6 27 41.0 0.0 35.6 0.0 0.292 TL 52.17 PV Pipe: 22 0.0 0.811 PL 6.42 PF 0.0 23 46.7 0.0 33.1 0.0 0.0 150 FTG 2ER PE -1.1 25 49.3 0.0 32.0 0.0 0.000 TL 13.92 PV Pipe: 23 0.0 0.811 PL 6.00 PF 0.0 24 47.4 0.0 32.8 0.0 0.0 150 FTG 3ET PE -0.8 25 49.3 0.0 32.0 0.0 0.000 TL 19.50 PV Pipe: 24 0.0 1.055 PL 5.33 PF 0.0 25 49.3 0.0 32.0 0.0 0.0 150 FTG E PE 0.0 26 49.3 0.0 32.0 0.0 0.000 TL 8.33 PV Pipe: 25 0.0 1.055 PL 8.29 PF 0.0 26 49.3 0.0 32.0 0.0 0.0 150 FTG T PE 3.6 27 41.0 0.0 35.6 0.0 0.000 TL 15.79 PV DATE: 8/13/2004 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 E: \T_DATA \9402 -3.SDF JOB TITLE: Brandt Residence - 4 Head Calc. - Den /Foyer PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 26 -66.8 1.291 PL 7.50 PF 7.0 27 41.0 0.0 35.6 0.0 16.4 150 FTG ETR PE 0.0 28 41.0 0.0 42.6 0.0 0.292 TL 24.00 PV Pipe: 27 -38.3 1.291 PL 40.58 PF 9.4 28 41.0 0.0 42.6 0.0 9.4 150 FTG 7ET3R PE 0.5 29 39.9 0.0 52.4 0.0 0.104 TL 90.08 PV Pipe: 28 -38.3 1.291 PL 5.50 PF 1.8 29 39.9 0.0 52.4 0.0 9.4 150 FTG TR PE 0.4 30 39.0 0.0 54.7 0.0 0.104 TL 17.50 PV Pipe: 29 -21.2 1.291 PL 4.17 PF 0.5 30 39.0 0.0 54.7 0.0 5.2 150 FTG 2E PE 0.0 31 39.1 0.0 55.1 0.0 0.035 TL 13.17 PV Pipe: 30 -21.2 1.291 PL 15.29 PF 0.8 31 39.1 0.0 55.1 0.0 5.2 150 FTG T PE 6.6 32 23.8 0.0 62.6 0.0 0.035 TL 24.29 PV Pipe: 31 -17.1 1.291 PL 29.00 PF 1.2 30 39.0 0.0 54.7 0.0 4.2 150 FTG ET3R PE 1.6 33 35.3 0.0 57.5 0.0 0.024 TL 51.50 PV Pipe: 32 -17.1 1.291 PL 25.92 PF 1.5 33 35.3 0.0 57.5 0.0 4.2 150 FTG 4ET4R PE -0.9 34 37.4 0.0 58.1 0.0 0.024 TL 64.92 PV Pipe: 33 -17.1 1.527 PL 7.00 PF 0.2 34 37.4 0.0 58.1 0.0 3.0 150 FTG T PE 0.0 43 37.4 0.0 58.3 0.0 0.010 TL 19.00 PV Pipe: 34 -28.5 1.291 PL 13.92 PF 1.6 28 41.0 0.0 42.6 0.0 7.0 150 FTG TR PE 0.0 35 41.0 0.0 44.1 0.0 0.060 TL 25.92 PV Pipe: 35 -28.5 1.291 PL 23.21 PF 3.2 35 41.0 0.0 44.1 0.0 7.0 150 FTG 4ETR PE 2.5 36 35.1 0.0 49.9 0.0 0.060 TL 53.21 PV Pipe: 36 0.0 0.811 PL 5.50 PF 0.0 37 36.2 0.0 49.4 0.0 0.0 150 FTG ER PE 0.5 36 35.1 0.0 49.9 0.0 0.000 TL 10.00 PV Pipe: 37 -28.5 1.291 PL 20.50 PF 1.9 36 35.1 0.0 49.9 0.0 7.0 150 FTG E2R PE 1.2 41 32.5 0.0 52.9 0.0 0.060 TL 31.00 PV Pipe: 38 0.0 0.811 PL 7.17 PF 0.0 38 36.9 0.0 51.0 0.0 0.0 150 FTG ER PE 0.7 39 35.3 0.0 51.7 0.0 0.000 TL 11.67 PV Q • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/13/2004 E: \T_DATA \9402 -3.SDF JOB TITLE: Brandt Residence - 4 Head Calc. - Den /Foyer PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 39 0.0 1.055 PL 6.67 PF 0.0 39 35.3 0.0 51.7 0.0 0.0 150 FTG R PE 0.9 40 33.2 0.0 52.6 0.0 0.000 TL 9.67 PV Pipe: 40 0.0 1.055 PL 2.25 PF 0.0 40 33.2 0.0 52.6 0.0 0.0 150 FTG T PE 0.3 41 32.5 0.0 52.9 0.0 0.000 TL 9.75 PV Pipe: 41 -28.5 1.291 PL 59.75 PF 6.3 41 32.5 0.0 52.9 0.0 7.0 150 FTG 6E6R PE -2.1 42 37.4 0.0 57.1 0.0 0.060 TL 104.75 PV Pipe: 42 -28.5 1.291 PL 7.83 PF 1.2 42 37.4 0.0 57.1 0.0 7.0 150 FTG TR PE 0.0 43 37.4 0.0 58.3 0.0 0.060 TL 19.83 PV Pipe: 43 -45.6 1.527 PL 1.83 PF 0.9 43 37.4 0.0 58.3 0.0 8.0 150 FTG 2E PE 0.1 44 37.2 0.0 59.3 0.0 0.064 TL 13.83 PV Pipe: 44 -45.6 1.527 PL 13.38 PF 1.6 44 37.2 0.0 59.3 0.0 8.0 150 FTG T PE 5.8 45 23.8 0.0 66.7 0.0 0.064 TL 25.38 PV Pipe: 45 -21.2 1.291 PL 35.42 PF 2.5 32 23.8 0.0 62.6 0.0 5.2 150 FTG 2T6R PE 0.0 14 23.8 0.0 65.0 0.0 0.035 TL 71.42 PV Pipe: 46 -21.2 1.291 PL 23.50 PF 1.7 14 23.8 0.0 65.0 0.0 5.2 150 FTG 8R PE 0.0 45 23.8 0.0 66.7 0.0 0.035 TL 47.50 PV Pipe: 47 -66.8 1.527 PL 10.83 PF 4.3 45 23.8 0.0 66.7 0.0 11.7 150 FTG ETR PE 0.0 R1 23.8 0.0 71.0 0.0 0.129 TL 33.33 PV Pipe: 48 -66.8 2.009 PL 3.67 PF 1.2 Rl 23.8 0.0 71.0 0.0 6.8 150 FTG 3RGV PE 1.6 R2 20.1 0.0 73.8 0.0 0.034 TL 35.67 PV Pipe: 49 FIXED PRESSURE LOSS DEVICE R3 20.1 0.0 74.3 0.0 0.5 psi, 66.8 gpm R2 20.1 0.0 73.8 0.0 Pipe: 50 -66.8 2.009 PL 3.67 PF 0.3 R3 20.1 0.0 74.3 0.0 6.8 150 FTG R PE 1.6 R4 16.5 0.0 76.1 0.0 0.034 TL 8.17 PV Pipe: 51 FIXED PRESSURE LOSS DEVICE R5 16.5 0.0 88.1 0.0 12.0 psi, 66.8 gpm R4 16.5 0.0 76.1 0.0 Pipe: 55 -66.8 1.959 PL 10.00 PF 1.0 W2 22.8 0.0 97.3 0.0 7.1 150 FTG TG PE 9.9 S 0.0 SRCE 108.2 (N /A) 0.038 TL 26.50 PV NOTES: (1) Calculations were performed by the HASS 7.6 computer program under license no. 50040231 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.194 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 17.3 ft /sec at pipe 19. (4) PIPE FITTINGS TABLE Pipe Table Name: HOUSE.PIP PAGE: C MATERIAL: Cppr -K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R L G A V C Ell Tee RunTee 45 -Ell GateVa Ang1Va ChckVa Cping 1.959 7.00 15.00 4.50 3.00 1.50 36.00 17.00 1.00 o SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 8/13/2004 E: \T_DATA \9402 -3.SDF JOB TITLE: Brandt Residence - 4 Head Calc. - Den /Foyer PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 52 -66.8 2.009 PL 8.46 PF 1.0 R5 16.5 0.0 88.1 0.0 6.8 150 FTG 3E PE 2.8 R6 10.0 0.0 91.9 0.0 0.034 TL 29.46 PV Pipe: 53 -66.8 1.959 PL 200.00 PF 7.9 R6 10.0 0.0 91.9 0.0 7.1 150 FTG E PE -5.5 W1 22.8 0.0 94.3 0.0 0.038 TL 207.00 PV Pipe: 54 FIXED PRESSURE LOSS DEVICE W2 22.8 0.0 97.3 0.0 3.0 psi, 66.8 gpm W1 22.8 0.0 94.3 0.0 Pipe: 55 -66.8 1.959 PL 10.00 PF 1.0 W2 22.8 0.0 97.3 0.0 7.1 150 FTG TG PE 9.9 S 0.0 SRCE 108.2 (N /A) 0.038 TL 26.50 PV NOTES: (1) Calculations were performed by the HASS 7.6 computer program under license no. 50040231 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.194 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 17.3 ft /sec at pipe 19. (4) PIPE FITTINGS TABLE Pipe Table Name: HOUSE.PIP PAGE: C MATERIAL: Cppr -K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R L G A V C Ell Tee RunTee 45 -Ell GateVa Ang1Va ChckVa Cping 1.959 7.00 15.00 4.50 3.00 1.50 36.00 17.00 1.00 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 8/13/2004 E: \T_DATA \9402 -3.SDF JOB TITLE: Brandt Residence - 4 Head Calc. - Den /Foyer PAGE: E MATERIAL: Cppr -M HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R L G A V C Ell Tee RunTee 45 -Ell GateVa Ang1Va ChckVa Cping 0.811 3.00 4.50 1.50 1.50 1.50 15.00 4.50 0.50 1.055 3.00 7.50 3.00 1.50 1.50 18.00 7.50 0.50 1.291 4.50 9.00 3.00 1.50 1.50 23.00 11.00 1.00 1.527 6.00 12.00 4.50 3.00 1.50 27.00 14.00 1.00 2.009 7.00 15.00 4.50 3.00 1.50 36.00 17.00 1.00 o SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 8/13/2004 E: \T_DATA \9402 -3.SDF JOB TITLE: Brandt Residence - 4 Head Calc. - Den /Foyer WATER SUPPLY CURVE 180+ 165+ 150+ 135+ 1 P120+ R E S X S105+ U R E 90+ P S I 75+ I 60+ 45+ 30+ LEGEND " f X = Required Water Supply 108.20 psi @ 66.8 gpm " 15+ 0 = Available Water Supply 170.00 psi @ 66.8 gpm " 0 +--------- +------ - - - - -+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) �101 Hydraulic Calculations Project Information Project Name: Brandt Residence Lot 5, Zneimer Subdivision Vail, Colorado Calculation Area: Crawl Space Storage Date 8/13/04 File # 9402 -1 Index 105 Design Criteria Occupancy Classification: Residential Construction ® Combustible ❑ Non Combustible Density: Area of Operation: Area per Sprinkler: Number of Sprinklers Calculated: Hose Allowance 0 gpm inside 0 gpm outside Water Supply Static 170 psi .05 min density N /A. 256 sq. ft. max. 4 head(s) Rack Sprinkler Allowance 0 gpm Sprinklers Make: Reliable Model F 1 FR Size: 1/2" K= 5.60 Temp: 200° Calculation Summary Total Sprinkler Water Flow: Flow & Pressure: (at base of riser): (at city connection): 65.2 gpm 65.2 gpm @ 97.2 psi 65.2 gpm @ 113.1 psi Notes: AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 65.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 65.2 GPM SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 8/13/2004 3 11.2 - E: \T DATA \9402 -1.SDF JOB TITLE: Brandt Residence - 4 Head Calc. - Crawlspace Storage WATER SUPPLY DATA 5 11.2 - - - - 12.5 SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ - - PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) S (N /A) 170.0 (N /A) 170.0 65.2 113.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 65.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 65.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 10.5 K= 5.60 7.7 15.6 2 10.5 K= 5.60 7.0 14.8 3 11.2 - - - - 10.5 - - - 4 10.5 K= 5.60 8.4 16.2 5 11.2 - - - - 12.5 - - - 6 10.5 K= 5.60 11.0 18.6 7 11.2 - - - - 13.9 - - - 8 10.5 - - - - 56.7 - - - 9 10.5 - - - - 56.7 - - - 10 11.2 - - - - 56.4 - - - 11 10.5 - - - - 56.7 - - - 12 11.2 - - - - 56.4 - - - 13 11.2 - - - - 56.4 - - - 14 23.8 - - - - 65.9 - - - 15 21.5 - - - - 71.4 - - - 16 21.5 - - - - 71.4 - - - 17 30.9 - - - - 67.3 - - - 18 22.2 - - - - 71.1 - - - 19 21.5 - - - - 71.4 - - - 20 22.2 - - - - 71.1 - - - 21 22.2 - - - - 71.1 - - - 22 32.7 - - - - 66.5 - - - 23 46.7 - - - - 60.5 - - - 24 47.4 - - - - 60.2 - - - 25 49.3 - - - - 59.3 - - - 26 49.3 - - - - 59.3 - - - 27 41.0 - - - - 62.9 - - - 28 41.0 - - - - 62.9 - - - 29 39.9 - - - - 62.9 - - - 30 39.0 - - - - 63.2 - - - 31 39.1 - - - - 62.7 - - - 32 23.8 - - - - 68.5 - - - 33 35.3 - - - - 65.6 - - - 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/13/2004 E: \T DATA \9402 -1.SDF JOB TITLE: Brandt Residence - 4 Head Calc. - Crawlspace Storage NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 34 37.4 - - - - 65.7 - - - 35 41.0 - - - - 63.1 - - - 36 35.1 - - - - 65.9 - - - 37 36.2 - - - - 65.4 - - - 38 36.9 - - - - 65.3 - - - 39 35.3 - - - - 66.0 - - - 40 33.2 - - - - 66.9 - - - 41 32.5 - - - - 67.2 - - - 42 37.4 - - - - 65.7 - - - 43 37.4 - - - - 65.8 - - - 44 37.2 - - - - 66.1 - - - 45 23.8 - - - - 72.3 - - - R1 23.8 - - - - 76.4 - - - R2 20.1 - - - - 79.1 - - - R3 20.1 - - - - 79.6 - - - R4 16.5 - - - - 81.5 - - - R5 16.5 - - - - 93.5 - - - R6 10.0 - - - - 97.2 - - - W1 22.8 - - - - 99.3 - - - W2 22.8 - - - - 102.3 - - - S 0.0 SOURCE 113.1 65.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/13/2004 E: \T_DATA \9402 -1.SDF JOB TITLE: Brandt Residence - 4 Head Calc. - Crawlspace Storage PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 1 -15.6 0.811 PL 8.71 PF 3.1 1 10.5 5.6 7.7 15.6 9.7 150 FTG 2ER PE -0.3 3 11.2 0.0 10.5 0.0 0.190 TL 16.21 PV Pipe: 2 -14.8 0.811 PL 14.54 PF 3.8 2 10.5 5.6 7.0 14.8 9.2 150 FTG ET PE -0.3 3 11.2 0.0 10.5 0.0 0.173 TL 22.04 PV Pipe: 3 -30.4 1.055 PL 8.17 PF 2.0 3 11.2 0.0 10.5 0.0 11.2 150 FTG R PE 0.0 5 11.2 0.0 12.5 0.0 0.182 TL 11.17 PV Pipe: 4 -16.2 0.811 PL 14.54 PF 4.5 4 10.5 5.6 8.4 16.2 10.1 150 FTG ET PE -0.3 5 11.2 0.0 12.5 0.0 0.204 TL 22.04 PV Pipe: 5 -46.6 1.055 PL 0.50 PF 1.4 5 11.2 0.0 12.5 0.0 17.1 150 FTG R PE 0.0 7 11.2 0.0 13.9 0.0 0.400 TL 3.50 PV Pipe: 6 -18.6 0.811 PL 1.79 PF 3.2 6 10.5 5.6 11.0 18.6 11.5 150 FTG 2ET PE -0.3 7 11.2 0.0 13.9 0.0 0.263 TL 12.29 PV Pipe: 7 -65.2 1.055 PL 31.58 PF 42.5 a 7 11.2 0.0 13.9 0.0 23.9 150 FTG T6R PE 0.0 13 11.2 0.0 56.4 0.0 0.745 TL 57.08 PV Pipe: 8 0.0 0.811 PL 11.38 PF 0.0 8 10.5 0.0 56.7 0.0 0.0 150 FTG 2ER PE -0.3 10 11.2 0.0 56.4 0.0 0.000 TL 18.88 PV ' Pipe: 9 0.0 0.811 PL 7.54 PF 0.0 9 10.5 0.0 56.7 0.0 0.0 150 FTG ET PE -0.3 ' 10 11.2 0.0 56.4 0.0 0.000 TL 15.04 PV Pipe: 10 0.0 1.055 PL 0.83 PF 0.0 10 11.2 0.0 56.4 0.0 0.0 150 FTG R PE 0.0 ' 12 11.2 0.0 56.4 0.0 0.000 TL 3.83 PV Pipe: 11 0.0 0.811 PL 2.04 PF 0.0 11 10.5 0.0 56.7 0.0 0.0 150 FTG ET PE -0.3 ' 12 11.2 0.0 56.4 0.0 0.000 TL 9.54 PV Pipe: 12 0.0 1.055 PL 16.08 PF 0.0 12 11.2 0.0 56.4 0.0 0.0 150 FTG T2R PE 0.0 13 11.2 0.0 56.4 0.0 0.000 TL 29.58 PV • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/13/2004 E: \T_DATA \9402 -1.SDF JOB TITLE: Brandt Residence - 4 Head Calc. - Crawlspace Storage PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 13 -65.2 1.055 PL 12.62 PF 15.0 13 11.2 0.0 56.4 0.0 23.9 150 FTG T PE -5.5 14 23.8 0.0 65.9 0.0 0.745 TL 20.12 PT Pipe: 14 0.0 0.811 PL 5.25 PF 0.0 15 21.5 0.0 71.4 0.0 0.0 150 FTG ET PE -0.3 21 22.2 0.0 71.1 0.0 0.000 TL 12.75 PV Pipe: 15 0.0 0.811 PL 1.25 PF 0.0 16 21.5 0.0 71.4 0.0 0.0 150 FTG ER PE -0.3 18 22.2 0.0 71.1 0.0 0.000 TL 5.75 PV Pipe: 16 0.0 0.811 PL 14.58 PF 0.0 17 30.9 0.0 67.3 0.0 0.0 150 FTG 3ET PE 3.8 18 22.2 0.0 71.1 0.0 0.000 TL 28.08 PV Pipe: 17 0.0 1.055 PL 4.92 PF 0.0 18 22.2 0.0 71.1 0.0 0.0 150 FTG ER PE 0.0 20 22.2 0.0 71.1 0.0 0.000 TL 10.92 PV Pipe: 18 0.0 0.811 PL 6.33 PF 0.0 19 21.5 0.0 71.4 0.0 0.0 150 FTG ET PE -0.3 20 22.2 0.0 71.1 0.0 0.000 TL 13.83 PV Pipe: 19 0.0 1.055 PL 5.83 PF 0.0 20 22.2 0.0 71.1 0.0 0.0 150 FTG T PE 0.0 21 22.2 0.0 71.1 0.0 0.000 TL 13.33 PV Pipe: 20 0.0 1.291 PL 10.46 PF 0.0 21 22.2 0.0 71.1 0.0 0.0 150 FTG E PE -4.5 22 32.7 0.0 66.5 0.0 0.000 TL 14.96 PV Pipe: 21 0.0 1.291 PL 13.17 PF 0.0 22 32.7 0.0 66.5 0.0 0.0 150 FTG 4E2TR PE -3.6 27 41.0 0.0 62.9 0.0 0.000 TL 52.17 PV Pipe: 22 0.0 0.811 PL 6.42 PF 0.0 23 46.7 0.0 60.5 0.0 0.0 150 FTG 2ER PE -1.1 25 49.3 0.0 59.3 0.0 0.000 TL 13.92 PV Pipe: 23 0.0 0.811 PL 6.00 PF 0.0 24 47.4 0.0 60.2 0.0 0.0 150 FTG 3ET PE -0.8 25 49.3 0.0 59.3 0.0 0.000 TL 19.50 PV Pipe: 24 0.0 1.055 PL 5.33 PF 0.0 25 49.3 0.0 59.3 0.0 0.0 150 FTG E PE 0.0 26 49.3 0.0 59.3 0.0 0.000 TL 8.33 PV Pipe: 25 0.0 1.055 PL 8.29 PF 0.0 26 49.3 0.0 59.3 0.0 0.0 150 FTG T PE 3.6 27 41.0 0.0 62.9 0.0 0.000 TL 15.79 PV o • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/13/2004 E: \T_DATA \9402 -1.SDF JOB TITLE: Brandt Residence - 4 Head Calc. - Crawlspace Storage PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 26 0.0 1.291 PL 7.50 PF 0.0 27 41.0 0.0 62.9 0.0 0.0 150 FTG ETR PE 0.0 28 41.0 0.0 62.9 0.0 0.000 TL 24.00 PV Pipe: 27 7.8 1.291 PL 40.58 PF 0.5 28 41.0 0.0 62.9 0.0 1.9 150 FTG 7ET3R PE 0.5 29 39.9 0.0 62.9 0.0 0.006 TL 90.08 PV Pipe: 28 7.8 1.291 PL 5.50 PF 0.1 29 39.9 0.0 62.9 0.0 1.9 150 FTG TR PE 0.4 30 39.0 0.0 63.2 0.0 0.006 TL 17.50 PV Pipe: 29 21.3 1.291 PL 4.17 PF 0.5 30 39.0 0.0 63.2 0.0 5.2 150 FTG 2E PE 0.0 31 39.1 0.0 62.7 0.0 0.035 TL 13.17 PV Pipe: 30 21.3 1.291 PL 15.29 PF 0.9 31 39.1 0.0 62.7 0.0 5.2 150 FTG T PE 6.6 32 23.8 0.0 68.5 0.0 0.035 TL 24.29 PV Pipe: 31 -13.5 1.291 PL 29.00 PF 0.8 30 39.0 0.0 63.2 0.0 3.3 150 FTG ET3R PE 1.6 33 35.3 0.0 65.6 0.0 0.015 TL 51.50 PV Pipe: 32 -13.5 1.291 PL 25.92 PF 1.0 33 35.3 0.0 65.6 0.0 3.3 150 FTG 4ET4R PE -0.9 34 37.4 0.0 65.7 0.0 0.015 TL 64.92 PV Pipe: 33 -13.5 1.527 PL 7.00 PF 0.1 34 37.4 0.0 65.7 0.0 2.4 150 FTG T PE 0.0 43 37.4 0.0 65.8 0.0 0.007 TL 19.00 PV Pipe: 34 -7.8 1.291 PL 13.92 PF 0.1 28 41.0 0.0 62.9 0.0 1.9 150 FTG TR PE 0.0 35 41.0 0.0 63.1 0.0 0.006 TL 25.92 PV Pipe: 35 -7.8 1.291 PL 23.21 PF 0.3 35 41.0 0.0 63.1 0.0 1.9 150 FTG 4ETR PE 2.5 36 35.1 0.0 65.9 0.0 0.006 TL 53.21 PV Pipe: 36 0.0 0.811 PL 5.50 PF 0.0 37 36.2 0.0 65.4 0.0 0.0 150 FTG ER PE 0.5 36 35.1 0.0 65.9 0.0 0.000 TL 10.00 PV Pipe: 37 -7.8 1.291 PL 20.50 PF 0.2 36 35.1 0.0 65.9 0.0 1.9 150 FTG E2R PE 1.2 41 32.5 0.0 67.2 0.0 0.006 TL 31.00 PV Pipe: 38 0.0 0.811 PL 7.17 PF 0.0 38 36.9 0.0 65.3 0.0 0.0 150 FTG ER PE 0.7 39 35.3 0.0 66.0 0.0 0.000 TL 11.67 PV 0 a SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/13/2004 E: \T_DATA \9402 -1.SDF JOB TITLE: Brandt Residence - 4 Head Calc. - Crawlspace Storage PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 39 0.0 1.055 PL 6.67 PF 0.0 39 35.3 0.0 66.0 0.0 0.0 150 FTG R PE 0.9 40 33.2 0.0 66.9 0.0 0.000 TL 9.67 PV Pipe: 40 0.0 1.055 PL 2.25 PF 0.0 40 33.2 0.0 66.9 0.0 0.0 150 FTG T PE 0.3 41 32.5 0.0 67.2 0.0 0.000 TL 9.75 PV Pipe: 41 -7.8 1.291 PL 59.75 PF 0.6 41 32.5 0.0 67.2 0.0 1.9 150 FTG 6E6R PE -2.1 42 37.4 0.0 65.7 0.0 0.006 TL 104.75 PV Pipe: 42 -7.8 1.291 PL 7.83 PF 0.1 42 37.4 0.0 65.7 0.0 1.9 150 FTG TR PE 0.0 43 37.4 0.0 65.8 0.0 0.006 TL 19.83 PV Pipe: 43 -21.3 1.527 PL 1.83 PF 0.2 43 37.4 0.0 65.8 0.0 3.7 150 FTG 2E PE 0.1 44 37.2 0.0 66.1 0.0 0.016 TL 13.83 PV Pipe: 44 -21.3 1.527 PL 13.38 PF 0.4 44 37.2 0.0 66.1 0.0 3.7 150 FTG T PE 5.8 45 23.8 0.0 72.3 0.0 0.016 TL 25.38 PV Pipe: 45 21.3 1.291 PL 35.42 PF 2.5 32 23.8 0.0 68.5 0.0 5.2 150 FTG 2T6R PE 0.0 14 23.8 0.0 65.9 0.0 0.035 TL 71.42 PV Pipe: 46 -43.8 1.291 PL 23.50 PF 6.3 14 23.8 0.0 65.9 0.0 10.7 150 FTG 8R PE 0.0 45 23.8 0.0 72.3 0.0 0.134 TL 47.50 PV Pipe: 47 -65.2 1.527 PL 10.83 PF 4.1 45 23.8 0.0 72.3 0.0 11.4 150 FTG ETR PE 0.0 R1 23.8 0.0 76.4 0.0 0.123 TL 33.33 PV Pipe: 48 -65.2 2.009 PL 3.67 PF 1.2 R1 23.8 0.0 76.4 0.0 6.6 150 FTG 3RGV PE 1.6 R2 20.1 0.0 79.1 0.0 0.032 TL 35.67 PV Pipe: 49 FIXED PRESSURE LOSS DEVICE R3 20.1 0.0 79.6 0.0 0.5 psi, 65.2 gpm R2 20.1 0.0 79.1 0.0 Pipe: 50 -65.2 2.009 PL 3.67 PF 0.3 R3 20.1 0.0 79.6 0.0 6.6 150 FTG R PE 1.6 R4 16.5 0.0 81.5 0.0 0.032 TL 8.17 PV Pipe: 51 FIXED PRESSURE LOSS DEVICE R5 16.5 0.0 93.5 0.0 12.0 psi, 65.2 gpm R4 16.5 0.0 81.5 0.0 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 8/13/2004 E: \T DATA \9402 -1.SDF JOB TITLE: Brandt Residence - 4 Head Calc. - Crawlspace Storage PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 52 -65.2 2.009 PL 8.46 PF 1.0 R5 16.5 0.0 93.5 0.0 6.6 150 FTG 3E PE 2.8 R6 10.0 0.0 97.2 0.0 0.032 TL 29.46 PV Pipe: 53 -65.2 1.959 PL 200.00 PF 7.6 R6 10.0 0.0 97.2 0.0 6.9 150 FTG E PE -5.5 W1 22.8 0.0 99.3 0.0 0.037 TL 207.00 PV Pipe: 54 FIXED PRESSURE LOSS DEVICE W2 22.8 0.0 102.3 0.0 3.0 psi, 65.2 gpm W1 22.8 0.0 99.3 0.0 Pipe: 55 -65.2 1.959 PL 10.00 PF 1.0 W2 22.8 0.0 102.3 0.0 6.9 150 FTG TG PE 9.9 S 0.0 SRCE 113.1 (N /A) 0.037 TL 26.50 PV NOTES: (1) Calculations were performed by the HASS 7.6 computer program under license no. 50040231 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.103 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 23.9 ft /sec at pipe 7. (4) PIPE FITTINGS TABLE Pipe Table Name: HOUSE.PIP PAGE: C MATERIAL: Cppr -K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R L G A V C Ell Tee RunTee 45 -Ell GateVa Ang1Va ChckVa Cping 1.959 7.00 15.00 4.50 3.00 1.50 36.00 17.00 1.00 • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 8/13/2004 E: \T DATA \9402 -1.SDF JOB TITLE: Brandt Residence - 4 Head Calc. - Crawlspace Storage PAGE: E MATERIAL: Cppr -M HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R L G A V C Ell Tee RunTee 45 -Ell GateVa Ang1Va ChckVa Cping 0.811 3.00 4.50 1.50 1.50 1.50 15.00 4.50 0.50 1.055 3.00 7.50 3.00 1.50 1.50 18.00 7.50 0.50 1.291 4.50 9.00 3.00 1.50 1.50 23.00 11.00 1.00 1.527 6.00 12.00 4.50 3.00 1.50 27.00 14.00 1.00 2.009 7.00 15.00 4.50 3.00 1.50 36.00 17.00 1.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 8/13/2004 E: \T_DATA \9402 -1.SDF JOB TITLE: Brandt Residence - 4 Head Calc. - Crawlspace Storage WATER SUPPLY CURVE 180+ 165+ 1 150+ 1 135+ P120+ R I E X S I 5105+ U R 1 E 90+ ( 1 P S I 75+ 60+ I 45+ ======================== = = = = == 30+ LEGEND " I IT X = Required Water Supply " 113.11 psi @ 65.2 gpm " 15+ " 1 0 = Available Water Supply " 170.00 psi @ 65.2 gpm " I n 0++-+---+----+-----+------+--------+-------- +--------- +------ - - - - -+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) C X ❑ The AGF Manufacturing Inc. Model 1000 TESTANDRAIN Provides Both The Test Function And The Express Drain Function For A Wet Fire Sprinkler System. ❑ The Model 1000 Complies With All Requirements Of NFPA -13, NFPA -13R, And NFPA -13D. ❑ The Model 1000 TESTANDRAIN Is A Single Handle Ball Valve That Is Light Weight And Compact, Includes A Tamper Resistant Test Orifice, Integral Tamper Resistant Sight Glasses, And Is 300 PSI Rated. ❑ Available In A Full Range Of Sizes From 3/4" To 2" NPT & BSPT, With All Specifiable Orifice Sizes 3/8", 7/16" 112 ", 17/32 ", 5/8" (ELO), & 3/4" (ESFR). ❑ The Orifice Size Is Noted On The Indicator Plate And The Valve Is Tapped For A Pressure Gauge, Ci Locking Kit Available Which Provides Superior Vandal Resistance And Prevents Unintentional Alarm Activation, go i 10 /00 Out our New gUtc)C e C*1 Visit us 4 0 G r on the Internet &��i at MODEL 1000 m PLAN VIEW FRONT VI I O B I 0 }� TO DRAIN C 1 E W/VERTI CAL INSTALLATION GAUGE INLET PROVIDED FRONT VIEW /HORIZONTAL INSTA E-- ►I O Tm F I TO DRAIN O O G 1 � ___11 STREET EL FROM BRANCH I TO DRAIN 1 STREET EL OR PIPE TO DRAIN RIGHT HAND /STRAIGHT INSTALLATION UL and ULC Listed FM Approved except 3/4" ORIFICE SIZE J NYC -BSA NO.720 -87 -SM AVAILABLE - 3 /8, 7116, 1/2, 17/32, ELO(5 /8) ", ESFR(3 /4)' DIMENSIONS - INCHES - CA. State Fire Marshall ' F SI2E A B C D E IF G BODY BRONZE 3/411.. 5 1/16' 128mm 1 112" 2 3 /16 " 3 5/61 3 3/8„ 1 13 /16 ' 4 9/1 37.58mm 55.65mm 93.23mm 85.88mm 45.30mm 117.12mm 1r 5'/1fi 128mm 1 11 2' 2 3/15 3 5 /Sn 3 3 /8 n 1 13 /16" 4 9 /16' E1 62.42mm , /4n , 15 „ 5 7 37.58mm 1 11 /15' 55.65mm 2 9 /15 93.23mm 1/4 85.88mm 45.30mm 117.12mm 1 37.70mm 42.70mm 65.36mm 4 108.36mm 3 5 /i5 82.84mm 1 15 /16' 5 9 /16" 1 1 /211 6 7 /15' 1 13 /16" 3 1j 5 1 /16' 3 7 /8' 50.89mm 2 5/5' 141.39mm 1 7/8 163.38mm 45.50mm 81.50mm 127mm 99.18mm 66.97mm $ / 206.63mm 10 273.60mm 2 11 6 7 /15 ' 163.38mm 1 13 /16 " 3 11 5 1 /16 ' 3 7 /g' 2 5 /Sn 8 1/ 1 O e 45.SOmm 81.50mm 127mm 99.18mm 66.97mm 206.63mm 273.60mm 'Available on 1 1/4" to 2" size units only. - 3/4" UL Listed only t AGF MANUFACTURING INC. 100 Quaker Lane ' Malvern, PA 19355 USA Telephone: (610) 240 -4900 Fax; (610) 240 -4906 www.testandrain.com MADE IN U.S.A. MATERIAL LIST PART: MATERIAL: HANDLE STEEL STEM ROD BRASS BALL C.P. BRONZE BODY BRONZE VALVE SEAT IMPREGNATED TEFLON INDICATOR PLATE STEEL HANDLE LOCK SPRING STEEL JOB NAME: _ ARCHITECT. _ ENGINEER: _ CONTRACTOR: Application a Installation m Features The Ames 2000B provides positive drip -tight closure against the reverse flow of non potable liquids caused by a cross connection. The 2000B can be used in fire protection systems, Plumbing systems, irrigation systems and other systems requiring low and intermediate hazard protection. The 2000B should be installed with adequate clearance and easy accessibility for maintenance and testing. The 2000B may be installed vertically or horizontally. Refer to local codes for specific installation requirements. Single access cover for easy servicing. Cartridge check assembly for long term reliability and ease of serviceability. Simple service procedures, requires no special tools. Temperature rated to 180° F. 175 PSI rated working pressure. Assembly ASSE 1015 approved. Horizontal or vertical installation. Wye strainer optional. Straight through flow -way. Documented low pressure loss. Operation In normal flow conditions the independently operating cartridge checks remain closed until there is a demand for water. Each of the cartridge checks in series is designed to open at approximately (1) PSI pressure differential in the direction of flow. At cessation of flow or under a back pressure condition, both cartridge checks will close until the resumption of normal flow. -41IIES FLUID CONTROL SYSTEMS 916.666.2493 1485 Tanforan Avenue P.O, Box 1387 Woodland, CA 95776 FAX 916.666.3914 • 7DEL 2000 IR Ames 20008 - Weight, FSIZE A g 1 2" 10" 4 5/8" 2 7/16" 3/4" 111/8" 4" 31/8 131/4" " 51/8" 4" 1 1/4" 16 3/8" 5 3 5/16" 1112" 163/4" 47/8" 31/2" 2" 191/2" 61/4" 4" s &Di. D 31/2" 31/2" 4 " 51/2" 6" 61/2" mensions (inches) Physical Characteristics 1253/ Sizes - 112 ", 314 ", 1 ", 1 1/4 ",1 112 ", 2" Rated working pressure - 175 psi Temperature range -33 °F -180 "F Construction Bronze Body AssemblyshallbeASSE 1015approved Specifications The double check shall consist of two independently operated spring loaded cartridge checks, required test cocks, and inlet and outlet resil- ient seat ball valves. Each cartridge check shall be internally loaded and provide a positive drip tight closure against the reverse flow of liquid caused by back siphonage or back pressure. The modular cartridge check includes a stainless steel spring, rubber faced disc and a replace able seat. The body shall be manufactured with a single access cover secured with stainless steel bolts. No special tools shall be required for servicing. Double check shall be Ames 2000B. 112" Documented Flow Characteristics (including shut-oft valves) 0 1114 Documented Flow Characterfstics (Including shut-off valves) ��— 16 12 0 12 w 8 c 8 W 4 M 4 C CL m 0 cc 2 4 a 0 6 8 10 12 FLOW -GPM 20 40 60 80 100 120 3 / 4 ° Documented Flow Characteristics (Including shut-off val FLOW -GPM CM a 12 a 8 0 w 4 y Cn a 0 GGEE 4 8 12 16 20 24 28 32 FLOW - GPM 1" Documented Flow Characteristics (including shut-off valves) 6 12 10 0 8 0 6 cc 4 w 2 o 1 916.666.2493 FLOW - GPM 1485 Tanforan Avenue P.O. Box 1387 N1 112" Documented Flow Characteristics (Including shut -oil valves) c� 12 a 20 40 60 80 100 120 MMM MMMOMM FLOW - GPM Woodland, CA 95776 FAX 411; eaa 2aiA 'u Zu 30 40 50 60 im 1 � ilrlimiip.-=- rn IR Ames 20008 - Weight, FSIZE A g 1 2" 10" 4 5/8" 2 7/16" 3/4" 111/8" 4" 31/8 131/4" " 51/8" 4" 1 1/4" 16 3/8" 5 3 5/16" 1112" 163/4" 47/8" 31/2" 2" 191/2" 61/4" 4" s &Di. D 31/2" 31/2" 4 " 51/2" 6" 61/2" mensions (inches) Physical Characteristics 1253/ Sizes - 112 ", 314 ", 1 ", 1 1/4 ",1 112 ", 2" Rated working pressure - 175 psi Temperature range -33 °F -180 "F Construction Bronze Body AssemblyshallbeASSE 1015approved Specifications The double check shall consist of two independently operated spring loaded cartridge checks, required test cocks, and inlet and outlet resil- ient seat ball valves. Each cartridge check shall be internally loaded and provide a positive drip tight closure against the reverse flow of liquid caused by back siphonage or back pressure. The modular cartridge check includes a stainless steel spring, rubber faced disc and a replace able seat. The body shall be manufactured with a single access cover secured with stainless steel bolts. No special tools shall be required for servicing. Double check shall be Ames 2000B. 112" Documented Flow Characteristics (including shut-oft valves) 0 1114 Documented Flow Characterfstics (Including shut-off valves) ��— 16 12 0 12 w 8 c 8 W 4 M 4 C CL m 0 cc 2 4 a 0 6 8 10 12 FLOW -GPM 20 40 60 80 100 120 3 / 4 ° Documented Flow Characteristics (Including shut-off val FLOW -GPM CM a 12 a 8 0 w 4 y Cn a 0 GGEE 4 8 12 16 20 24 28 32 FLOW - GPM 1" Documented Flow Characteristics (including shut-off valves) 6 12 10 0 8 0 6 cc 4 w 2 o 1 916.666.2493 FLOW - GPM 1485 Tanforan Avenue P.O. Box 1387 N1 112" Documented Flow Characteristics (Including shut -oil valves) c� 12 a 20 40 60 80 100 120 MMM MMMOMM FLOW - GPM Woodland, CA 95776 FAX 411; eaa 2aiA 'u Zu 30 40 50 60 DIMENSIONS - W EIGHTS - QUAN TITIES Size In. mm. 200 PSI /13.8 Bar Saturated Steam to 391' F /201 C Dimensions A mm. In. 400 PSI /27.6 Bar Non -Shock Cold Working Pressure' T -453 -B Master Lbs Kq Ctn. Qty . '14 8 CONFORMS TO MSS SP -80 t MATERIAL LIST 40 PART SPECIFICATION 0.24 1. Bonnet Bronze ASTM B 61 3 /a 2. Body Bronze ASTM B 61 ' 3. Hinge Pin Bronze ASTM B 140 Allay C31400 or 1.56 B 134 Alloy C23000 0.54 4. Disc Hanger Bronze ASTM B 61 or 50 304 Stainless Steel 1 14 " thru 3 /4 " sizes 15 5. Seat Disc Bronze ASTM B 61 67 6. Hanger Nut Bronze ASTM B 16 ■ 7. Hinge Pin Plug ASTM B 140 Al III o Y C31600 (not shown) DIMENSIONS - W EIGHTS - QUAN TITIES Size In. mm. In, Dimensions A mm. In. B mm. T -453 -B Master Lbs Kq Ctn. Qty . '14 8 2.25 57 1.56 40 0.53 0.24 50 3 /a 10 2.25 57 1.56 40 0.54 0.24 50 '/2 15 2.63 67 1.75 44 0.60 0.27 50 3 /4 20 3.13 79 2.06 52 0.99 0.45 25 1 25 3.75 95 2.44 62 1.56 0.71 30 . 1'/4 32 4.38 111 3.13 79 2.33 1.06 10 11/2 40 4.94 125 3.75 95 3.11 1.41 10 2 50 5.81 148 4.50 114 5.33 2.42 5 2'/2 65 8.00 203 5.31 135 13.72 6.22 5 3 80 9.25 235 6.25 159 17.64 8.00 4 For detailed Operating Pressure, refer to Pressure Temperature Chart on page 107. T -453 -B Threaded NIBCO check valves may be installed in both horizontal and vertical lines with upward flow or in any intermediate position. They will operate satisfactorily in a declining plane (no more than 15 - ). Warning - Do Not Use For Reciprocating Air Compressor Service. NIBCO INC. WORLD HEADQUARTERS - 1516 MIDDLEBURY ST. - ELKHART, IN 46516.4740 - USA - PH: 1.800.234.0227 TECH SERVICES PH: 1.888.446.4226 - FAX: 1.800.234.0557 - INTERNATIONAL OFFICE PH: x1.574.295.3221 - FAX: ~1.574.295.3455 www.liibco.com Class 200 Bronze Check Valves Dezincification Horizontal Swing - Regrinding Type - Renewable Seat and Disc - Resistant Y- Pattern A T -453 -B NPT x NPT y P POTTER Rg UNIVERSAL AL BALL The SymbOlOf PrOlBCt10/1 VALVE SWITCH no RBVS Stock No. 1000040 (w /o Cover Tamper) RBVS -T Stock No. 1000035 (w /Cover Tamper) Large Clamps: 6" L x 5" W x 5.2" H 15,2 cm L x 12,7 cm W x 13,2 cm H Small Clamps: 6" L x 4" W x 5.2" H 15,2 cm L x 10,2 cm W x 13,2 cm H Ad a 7 Patent Pending GENERAL The Model RBVS is designed to monitor the fully open Position of a ball valve installed in a sprinkler system. The unit will fit on most ball valves installed on back - flow- preventers and alarm trim lines of dry, alarm, and deluge sprinkler valves. The switch operates if the ball valve handle is moved from the open position. How- ever, the switch does nottrack the position of the handle orball. When the ball valve handle is in the open position, a spring - loaded switch button will contact the valve handle. When the handle is moved from the open position, this switch button extends to the tripped position, and the RBVS contacts change state, thereby opening or closing a circuit. A cover tamper switch is available and is activated bythe removal of the RBVS housing cover. If an attempt is made to remove the RBVS by the removal of the mounting brackets, the unitwill be set into the tripped mode by this action. The RBVS can be mounted to the hex portion of the ball valve or back -flow -p reventer or to the adjoining pipe via two clamps. The RBVS is shipped with two sets of mounting clamps to accommodate various pipe and valve sizes, refer to Table 1. An "L" shaped and offset bracket for mounting the switch enclosure and an exten- sion bracket add to the mounting flexibility of the RBVS. See "Typical Mounting Diagram" and "Installation and Operation "on following page. UL and CUL Listed, FM, CSFM Approved Dimensions: (including mounting clamps) Weight: With Large Clamps: 13.6 oz. (386,9 g.) With Small Clamps: 11.0 oz. (311,2 g.) Enclosure: Non - Corrosive Composite Material Environmental Limitations: • NEMA 4 rated enclosure when proper electrical fittings are used. (IP67) • Temperature range: -40° F to 150° F ( -40° C to 65° C) • Not for use in hazardous locations Housing Cover Tamper: Activated by housing cover Contact Ratings: removal, (Stock No. 1000035 only). SPDT Contacts: 10A at 125/250 VAC 2A at 30 VDC SPDT Cover Tamper: 3A at 250 VAC TESTING The RBVS and its associated protective monitoring system should be tested in accordance with applicable NFPA codes and standards and /orthe authority having jurisdiction (manufacturer recommends quarterlyor more frequently). FIGA INTERNAL COMPONENTS NORMALLY OPEN NORMALLY CLOSED COMMON STRAIN RELIEF N W & COVER BLACK - KO. SWITCH BUTTON TAMPER RED - N,C, LOCATION WHITE - COM ON HANDLE MOUNT SO SWITCH BUTTON IS APPROX, 1' FROM HANDLE INSIDE END PLASTIC COATING REMOVED FROM BALL VALVE HANDLE IN SWITCH BUTTON DWG #1065-1 CONTACT AREA Potter Electric Signal Company • 2081 Craig Road, St. Louis, MO, 63146 -4161 • Phone: 800- 325 - 3936 /Canada 888 -882 -1833 • www.pottersignal.com PRINTED IN USA MFG. #5401086 - REV P PAGE 1 OF 3 9/03 I FIG. 2 I OWC 11086 -2 TYPICAL MOUNTING DIAGRAM SWITCH Clamp Clamping Bolts ENCLOSURE Small 10 -32 x 2 -1/2" 1" to 2" (25 to 50 mm) Large - 'L" BRACKET (E . ) P OTTER RBVS The Symbol of Protection UNIVERSAL BALL VALVE SWITCH HEIGHT INSTALLATION ON LEVER HANDLE (SEE FIG. 2) ExT_ BRACKET (and be activated by) the metal of the handle. (IF NECESSARY) 1. Selectclampsand clampingbolts based upon pipe/valvesize, 9. Tighten clamping screws alternatelyto an eventual 30 in-lbs. Ii see Table 1. 1 (minimum) of torque. 2. Insert rubber clamp grippers into clamps, see Fig. 2. 10. Maintain position of switch enclosure over valve handle 3. Place one clamp on top of pipe /ball valve near the valve WIDTH and secure bolt that holds the extension bracket to the handle and insert clamping bolts through it. clamping assembly. It may be necessary to close valve to 5' (LARGE) 4. Place other clamp over clamping bolts from beneath the access this bolt. installation and thread hex nuts onto the clamping bolts, 11. Position "L" bracket so that it contacts the back edge of the but do not fully tighten, (be sure hex nuts seat properly in valve handle, and secure its bolt. It may be necessary to clamp hex recesses). ( NOTE: Some installations may require close valve to access this bolt. one of the mounting bolts to be inserted from the bottom of the 12. With the actuator fully retracted, position RBVS switch brackets and then trimmed to allow the extension bracketto enclosure to contact the valve handle squarely, see Fig. 1. clear. See Fig. 4) 13. With RBVS switch enclosure held squarely in contact with 5. Attach extension bracket (if necessary to use for position- valve handle, securely tighten the two tamper resistant ing) to top clamp using Y< -20 X 3 W' Hex bolt and washer, but screws on the backside of the enclosure. do not fully tighten. 14. Close and open the valve to verify operation. The actuator 6. Attach "L" bracket (RBVS switch enclosure is loosely should easily retract when the valve handle is in the open attached to "L" bracket) to extension bracket using' /" -20 X position. IX" Hex bolt and washer, but do not fully tighten. 7. Be 15. Fully open the valve. ' sure ball valve is in the fully open position. 16. Remove the coverand wire main switch and tamperswitch 8. Slide loosely assembled RBVS switch enclosure to a if applicable. Carefully route tamper switch wires through position that permits the switch button to contact the valve strain relief channel in switch enclosure. Fully seat the handle approximately 1" from its inside end. See Fig. 1 for wires into the bottom of the channel. See Fig. 1. approximate location. Cut and remove the plastic coating from 17. Replace RBVS switch enclosure cover and securely the ball valve handle to allow the RBVS switch button to contact tighten cover screw. I FIG. 2 I OWC 11086 -2 TYPICAL MOUNTING DIAGRAM SWITCH Clamp Clamping Bolts ENCLOSURE Small 10 -32 x 2 -1/2" 1" to 2" (25 to 50 mm) Large - 'L" BRACKET HEIGHT ExT_ BRACKET (IF NECESSARY) I CLAMPS � 1 CLAMP GRIPPERS WIDTH �' (SMALL) 5' (LARGE) CAUTION: An uninsulated section of single conductor should not be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire becomes dislodged from under the terminal. LOCAL CIRCUIT TRANSFORMER OR BATTERY POWER N.O. SIGNAL WC DEVICE u u COVER TAMPER k RBVS CONNECTED TO THE SAME ZONE ON THE FRCP TYPICAL ELECTRICAL CONNECTIONS STYLE D (CLASS A) SUPERVISED LOOP CON. CON, N a N.O. N.C. N.O. TAMPER SWITCH CONNECTIONS COM, NA, COW P FRCP COVER EOLR KC TAMPER TABLE 1 CLAMP SIZING PipeNalve Size Clamp Clamping Bolts 1/2" to 3/4" (12,5 to 19mm) Small 10 -32 x 2 -1/2" 1" to 2" (25 to 50 mm) Large 114-20 z 4" SWITCH TERMINAL CONNECTIONS, CLAMPING PLATE TERMINAL � I #CO #I O UTG 010 / owc, pau -� COVER TAMPER & RBVS WIRED TO SEPERATE ZONES COVER TAMPER COM N,O, rACP EOLR STYLE 8 (CLASS 8) SUPERVISED CIRCUIT TO N,C. CONTROL CON, ENO —OT —LINE RESISTOR UNIT R N - OWC. #1086 - COM, FACP N EOLR ,O, OWO, 11056 -5 I PRINTED IN USA MFG. #5401086 - REV P PAGE 2 OF 3 9/03 FIG. 3 GRIPPERS I FIG.4 CLOSURE offe— -­­ DWG 11086 -3 RBVS SOME INSTALLATIONS MAY CAUSE INTERFERENCE BETWEEN MOUNTING BOLT AND OFFSET BRACKET. INSTALL BOLT FROM BOTTOM AND TRIM AS NEEDED TO CORRECT, PIPE OwG. !1086 -8 PRINTED IN USA MFG. #5401086 - REV P PAGE 3 OF 3 9/03 o ( E. ) POTTER Revs ,! The Symbo! of Protection UNIVERSAL BALL VALVE SWITCH INSTALLATION ON TEE HANDLE (SEE FIG. 3) the RBVS switch button to contact (and be activated by) the 1. Select clamps andclamping bolts based upon pipe/valvesize, metal of the handle. 3 seeTable 1. 8. Tighten clamping screws alternately and' /. -20 X 3 /a" bolt to 2. Insert rubber clamp grippers into clamps, see Fig. 3 30 in -lbs. (minimum) of torque. 3. Place one clamp on top of pipe /ball valve near the valve 9 do n the switch operates plus /8 inch. Tighten housing handle and insert clamping bolts through it. screws holding the RBVS to the 'offset' bracket. 4. Place other clamp over clamping bolts from beneath the installation and thread hex nuts onto the clamping bolts, 10. Remove the RBVS switch enclosure cover. but do not fully tighten, (be sure hex nuts seat properly in clamp hex recesses). 11. Close and open the valve to verify operation. The actuator should easily retract up when the valve handle is in the 5. Loosely attach "L" bracket to the "offset' bracket and "offset' bracket to the RBVS housing. 12. open position. Fully open the valve. 6. Be sure ball valve is in the fully open position. 13. Wire main switch and tamper switch (if applicable). Care- 7. Slide loosely assembled RBVS switch enclosure to fully route tamper switch wires through strain relief channel 3 a position that permits the switch button to contact the valve in switch enclosure. Fully seat the wires into the bottom of the channel. See Fig. 1. handle approximately 1/2" from the end of the handle. Cutand remove the plastic coating from the ball valve handle to allow 14. Replace RBVS switch enclosure cover and securely tighten cover screw. FIG. 3 GRIPPERS I FIG.4 CLOSURE offe— -­­ DWG 11086 -3 RBVS SOME INSTALLATIONS MAY CAUSE INTERFERENCE BETWEEN MOUNTING BOLT AND OFFSET BRACKET. INSTALL BOLT FROM BOTTOM AND TRIM AS NEEDED TO CORRECT, PIPE OwG. !1086 -8 PRINTED IN USA MFG. #5401086 - REV P PAGE 3 OF 3 9/03 SRi F (E) POTTER VANE TYPE WATERFLOW SWITCH WITH The Symbol of Protection RETARD FOR COPPER OR PLASTIC PIPE I" U.S. Patent No. 3921989 Canadian Patent No. 1009680 Other Patents Pending Potter Electric, Rd., 1990 GENERAL INFORMATION UL, CSFMand NYBSA Listed Service Pressure: Up to 175 PSI (12,1 BAR) Minimum Flow Rate forAlarm: 10 GPM (38 LPM) Maximum Surge: 18 FPS (5,5 m /s) Contact Ratings: Two sets of SPDT (Form C) 15.0 Amps at 125/250 VAC 2.0 Amps at 30 VDC resistive Environmental Specifications: • Suitable for indoor or outdoor use with factory installed gasket and die -cast housing. • NEMA 4/IP55 rated enclosure - use with appropriate conduit fitting • Temperature range: 40° F to 120° F (4,5° C to 49° C) • Non- corrosive sleeve factory installed in saddle Conduit Entrances: Two knockouts provided for 1/2" conduit Caution: This device is not intended for applications in explosive environments. Sizes Available: 2" (50mm), 2 1/2" (65mm), 3" (75mm) and 4" (100mm) for type K, L and M copper pipe 2" (50mm), 2 1/2" (65mm) and 3" (75mm) for listed CPVC pipe, SDR 13.5 (Standard Dimensional Ratio) Service Use: Automatic Sprinkler NFPA -13 One or two family dwelling NFPA -13D Residential occupancy up to four stories NFPA -13R National Fire Alarm Code NFPA -72 Optional: Cover Tamper Switch Kit, Stock No. 0090018 The Model VSR -CF is a vane type waterflow switch for use on wet sprinkler systems. It is UL Listed for use on type K, L and M copper pipe, sizes 2" thru 4" (50 - 100mm) and listed CPVC pipe, SDR 13.5 (standard dimensional ratio), sizes 2" thru 3" (50 - 75mm). 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 pneumatic retard. The switches are actuated when a flow of 10 gallons per minute (38 LPM) or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the se- lected retard period. ENCLOSURE: The unit is enclosed in a general purpose, die - cast housing. The cover is held in place with two tamper re- sistant 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 unauthorized removal of the cover. See bulletin no. 5400775 for installation instructions of this switch. INSTALLATION: See Fig. 2. These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be installed within 6" (15cm) of a fitting which changes the di- rection of the water flow or within 24" (60cm) of a valve or drain. Drain the system and drill a hole in the pipe using a circular saw in a slow speed drill. The 2" and 2 1/2" (50mm and 65mm) devices require a hole with a diameter of 1 -1/4" ±1/16" (33mm ± 2mm). All other sizes require a hole with a diameter of 2" +1/16 ", -1/8" (50mm ± 2mm). Clean the inside of the pipe of all growth or other material for a distance 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 bend or crease it. Insert the vanes so that the arrow on the saddle points in the direction of the water flow. Install the saddle strap and tighten nuts alternately to an eventual 100 in -lbs (11,3 n -m). of torque, see Fig. 2. The vane must not rub the inside of the pipe or bind in any way. Potter Electric Signal Company • 2081 Craig Road, St, Louis, MO, 63146 -4161 • Phone: 800 -325- 3936 /Canada 888 -882 -1833 • www.pottersignal.com PRINTED IN USA MKT. #8800002 - REV W MFG. #5400771 - 8102 PAGE 1 OF 2 i i @POTTER T he Symbol of Protection FIG, 1 SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL � s" 0U DWG. 1913 -3 CAUTION: An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing super vision of the connection in the event that the wire becomes dislodged from under the terminal. FIG. 2 VSR VANE TYPE WATERFLOW SWITCH WITH RETARD FOR COPPER OR PLASTIC PIPE DO NOT LEAVE COVER OFF FOR - RETARD ADJUSTMENT; EXTENDED PERIOD OF TIME TO CHANGE TIME. TURN KNOB (EITHER DIRECTION) TIGHTEN NUT FOR DESIRED TIME DELAY, USE THE MINIMUM ALTERNATELY TO AN SE ALARMS. AMOUNT •e EVENTUAL 100 IN. -LB (11,3 n -m) OF RETARD NECESSARY TO PREVENT FAL A - B - SETTING IS USUALLY ADEQUATE FOR THIS. OF TORQUE FACTORY SET AT 'B' TO INSTALL, DRILL A HOLE AS INDICATED: PIPE SIZE HOLE SIZE 2' to 2 1/2' 1 1/4 JI /16' (50.. to 55mm) (33mmt2mm) 3" and 4' 2' *1/16', (75mm and I.m) (60—t2­) DIRECTION OF WATERFLOW Q 7 APPROX. RETARD SETTINGS (IN SEC.) 0 0 A 10 -25 8 20 -40 C 35 -55 0 50 -70 E 60 -90 MOUNT ON PIPE SO ARROW ON SADDLE POINTS IN DIRECTION OF WATERFLOW ROLL PADDLE IN OPPOSITE DIRECTION OF WATERFLOW ON 3' (75mm) & 4' (IGO —) SIZE INSERT COLLAR UNDER "U" BOLT AS SHOWN ON 3" (75mm) SIZE, USE #5280067 FOR COPPER PIPE OR #5260068 FOR PLASTIC PIPE ON 2' (50—) & 2 I/2' (65mm) SIZE DWG. #771 -30 USE ADAPTERS AS SHOWN ABOVE FIG. 3 TYPICAL ELECTRICAL CONNECTIONS NOTES: FIG. 4 2 SETS OF 1. The Model VSR -CF has two To remove NORMALLY OPEN CONTACTS EOLR FROM WpTERROW ZONE CLOSE ON ALARM ON FIRE PANEL FIRE PANEL switches, one can be used to knockouts: �� EOLR operate a central station, Place :k. proprietary or remote signal- drive ® ing unit, while the other con- of kn tact is used to operate a local not in audible or visual annuncia- cente tor. THE NC AND NO MARKINGS POSITIVE DC ON THE SWITCH ARE FOR OR HOT AC 2. For supervised circuits see AN ALARM CONDITION, OR NEUTRAL DC BELL Switch Terminal Connec- THE CONTACTS ARE REVERSED WHEN THE DEVICE 1TI IN THE NORMAL CONDITION, 9 D.m. 1761 -2 tlons" drawin and caution note (Fig. 1). APPLICATION WARNING! Due to the possibility of unintended discharges caused by pressure surges, trapped air, or short retard times, waterflow switches that are monitoring wet pipe sprinkler systems should not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. TESTING The frequency of inspection and testing for the model VSR -CF and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and /or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve, that is usually located at the end of the most remote branch line, should always be used for test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR -CF is not recommended or advisable. A minimum flow of 10 gpm (38 LPM) is required to activate this device. IMPORTANT NOTICE: Please advise the person responsible for testing of the fire protection system that this system must be tested in accorda with th testing instructions. PRINTED IN USA MKT. #8800002 - REV W PAGE 2 OF 2 MFG. #5400771 - 8/02 I I� Residential 49 Y 6002 1 9 sols/so1 2 6014/6015 F.a • Used as auxiliary connections through which the fire department can pump water to supplement existing water supplies • Provides 250 GPM flow (minimum), per 2 inlet • Single inlet connections incorporate a straight -thru, non- clappered design with female NPT outlets • Two and three -way inlet connections feature brass bodies (angle or straight pattern), with integral drop - clapper inlets and female NPT outlets • Standard components, all connections: Female hose thread swivel inlets, plugs with chains and identification plate • Cast brass construction', standard ..,.•,.,', ­ , 0: 0 U11 onNvsCU sunaces, Boa surrlx to model no. -B Polished; -C Rough Chrome Plated; -D Polished Chrome Plated 6024 -6029 r--A� A ' ,: NipplL by others/ Swivel ° Inlet Plug 3h" 1i 4,,— '/:" Dia. O s lr 6014 I 6015 I 6016 I 6017 1 ' / 2" 1 2'/2" 2 7" O.D. 7" SQ 7" SQ Ide ntification Plate Lettering: AUTO SPKR Back Outlet TopiBottomOutlet FQ Model Outlet No. ' Th"Nipple --- (by others) Swivel Inlets Plate 3'h "Dia. - " 4" x 2 x 2 Poug 3'/: 5 /' q15'" 6025 Bottom Th" 2 12 6 s 6034.6039 2 !� Back Outlet Top /Bottom Outlet r--A� A ' ,: NipplL by others/ Swivel ° Inlet Plug 3h" 1i 4,,— '/:" Dia. O s lr 6014 I 6015 I 6016 I 6017 1 ' / 2" 1 2'/2" 2 7" O.D. 7" SQ 7" SQ Ide ntification Plate Lettering: AUTO SPKR Notes • Pipe nipples for connecting bodies to swivel inlets, by others • Always specify hose threads and identification plate lettering • Contact factory for current UL listing /FM approvals and special requirements f G O • and Three-Way Connections Model Outlet No. Size .�- - 6024 Back 4" x 2 x 2 2 5 /' 7 6025 Bottom 4" x 2'/2" x 2 2 12 6 6026 To 4" x 2 x 2 2 12 6 6027 Back 6" x 2 x 2 2 11 /e" 7 6028 Bottom 6" x 2 x 2 2 12 7 /e" 7 6029 To 6" x 2 x 2 2 12 7 7 6034 Back 4" x 2 x 2 x 2 3 17 6 /e" - -- 6037 Back 6" x 2 x 2 x 2 3 17 6 /e" 6038 Bottom 6" x 2 x 2 x 2 3 17 7 7 6039 Top 6" x 2 x 2 x 2 3 17 7 7 /a" Identification Plate Lettering: • AUTO SPKR • AUTO SPKR & STANDPIPE • STANDPIPE • DRY STANDPIPE Notes • Pipe nipples for connecting bodies to swivel inlets, by others • Always specify hose threads and identification plate lettering • Contact factory for current UL listing /FM approvals and special requirements f G O ( E)POTTER RBVS UNIVERSAL BALL The Symbol of Protection VALVE SWITCH Large Clamps: 6" L x 5" W x 5.2" H 15,2 cm L x 127 cm W x 13,2 cm H Small Clamps: 6" L x 4" W x 5.2" H 15,2 cm L x 10,2 cm W x 13,2 cm H RBVS Stock No. 1000040 (w /o Cover Tamper) RBVS -T Stock No. 1000035 (w /Cover Tamper) Patent Pending UL and CUL Listed, FM, CSFM Approved Dimensions: (including mounting clamps) Weight: With Large Clamps: 13.6 oz. (386,9 g.) With Small Clamps: 11.0 oz. (311,2 g.) Enclosure: Non - Corrosive Composite Material Environmental Limitations: • NEMA 4 rated enclosure when proper electrical fittings are used. (IP67) • Temperature range: -40° F to 150° F ( -40° C to 65° C) • Not for use in hazardous locations Housing Cover Tamper: Activated by housing cover removal, (Stock No. 1000035 only). Contact Ratings: SPDT Contacts: 10A at 125/250 VAC 2A at 30 VDC SPDT Cover Tamper: 3A at 250 VAC GENERAL The Model RBVS is designed to monitor the fully open position of a ball valve installed in a sprinkler system. The unit will fit on most ball valves installed on back - flow- preventers and alarm trim lines of dry, alarm, and deluge sprinkler valves. The switch operates if the ballvalve handle is moved from theopen position. How- ever, theswitch does nottrackthe position ofthe handle orball. Whenthe ballvalve handle is in theopen position, a spring - loaded switch button will contact the valve handle. When the handle is moved from theopen position, thisswitch button extends to the tripped position, and the RBVS contacts change state, thereby opening or closing a circuit. A cover tamper switch is available and is activated by the removal ofthe RBVS housing cover. If an attempt is madeto remove the RBVS bythe removal of the mounting brackets, the unitwill beset into the tripped mode by this action. The RBVS can be mounted to the hex portion ofthe ball valve or back - flow- preventer or to the adjoining pipe via two clamps. The RBVS is shipped with two sets of mounting clamps to accommodate various pipe and valve sizes, refer to Table 1. An "L" shaped and offset bracketfor mounting the switch enclosure and an exten- sion bracketadd to the mounting flexibility ofthe RBVS. See "Typical Mounting Diagram" and "Installation and Operation" on following page. TESTING The RBVS and its associated protective monitoring system should be tested in accordance with applicable NFPA codes and standards and /or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). FIGA INTERNAL COMPONENTS NORMALLY OPEN NORMALLY CLOSED COMMON STRAIN RELIEF O BUCK - N,O, L ITCH BUTTON COVER RED - N,C, TAMPER WHITE - CON HANDLE MOUNT SO SWITCH BUTTON IS APPROX, 1' FROM HANOLE INSIDE END PLASTIC COATING REMOVED FROM BALL VALVE HANDLE IN SWITCH BUTTON DWG /1086 -1 CONTACT AREA Potter Electric Signal Company • 2081 Craig Road, St. Louis, MO, 63146 -4161 • Phone: 800- 325 - 3936 /Canada 888 - 882 -1833 • www.pottersignal.com PRINTED IN USA MFG. #5401086 - REV P PAGE 1 OF 3 9/03 Revs POTTER UNIVERSAL BALL The Symbol of Protection VALVE SWITCH INSTALLATION ON LEVER HANDLE (SEE FIG. 2) 1. Select clamps and clamping bolts based upon pipe /valve size, see Table 1. 2. Insert rubber clamp grippers into clamps, see Fig. 2. 3. Place one clamp on top of pipe /ball valve near the valve handle and insert clamping bolts through it. 4. Place other clamp over clamping bolts from beneath the installation and thread hex nuts onto the clamping bolts, but do not fully tighten, (be sure hex nuts seat properly in clamp hex recesses). (NOTE: Some installations may require one ofthe mounting bolts to be inserted from the bottom ofthe brackets and then trimmed to allow the extension bracket to clear. See Fig. 4) 5. Attach extension bracket (if necessary to use for position- ing) to top clamp using /4 -20 X' /4" Hex bolt and washer, but do not fully tighten. 6. Attach "L" bracket (RBVS switch enclosure is loosely attached to "L" bracket) to extension bracket using Y4 -20 X '/4" Hex bolt and washer, but do not fully tighten. 7. Be sure ball valve is in the fully open position. 8. Slide loosely assembled RBVS switch enclosure to a position that permits the switch button to contact the valve handle approximately 1" from its inside end. See Fig. 1 for approximate location. Cutand remove the plastic coating from the ball valve handle to allow the RBVS switch button to contact FIG. 2 TYPICAL MOUNTING DIAGRAM DWG 01086 -2 SWITCH Clamp Clamping Bolts ENCLOSURE Small 10 -32 x 2 -12" 1" to 2" (25 to 50 mm) Large " - L" BRACKET HEIGHT _ b 5,2 ExT_ BRACKET (IF NECESSARY) CLAMPS O 11 CLAMP I GRIPPERS WIDTH 4� (SMALL) III 5 (LARGE) (and be activated by) the metal of the handle. 9. Tighten clamping screws alternately to an eventual 30 in -lbs. (minimum) oftorque. 10. Maintain position of switch enclosure over valve handle and secure bolt that holds the extension bracket to the clamping assembly. It may be necessary to close valve to access this bolt. 11. Position "L" bracket so that it contacts the back edge ofthe valve handle, and secure its bolt. It may be necessary to close valve to access this bolt. 12. With the actuator fully retracted, position REVS switch enclosure to contact the valve handle squarely, see Fig. 1. 13. With RBVS switch enclosure held squarely in contact with valve handle, securely tighten the two tamper resistant screws on the backside of the enclosure. 14. Close and open the valve to verify operation. The actuator should easily retract when the valve handle is in the open position. 15. Fully open the valve. 16. Remove the cover and wire main switch and tamper switch if applicable. Carefully route tamper switch wires through strain relief channel in switch enclosure. Fully seat the wires into the bottom of the channel. See Fig. 1. 17. Replace RBVS switch enclosure cover and securely tighten cover screw. TABLE 1 CLAMP SIZING Pipe/Valve Size Clamp Clamping Bolts 1/2" to 3/4" (12,5 to 19mm) Small 10 -32 x 2 -12" 1" to 2" (25 to 50 mm) Large 1/4 -20 x 4" SWITCH TERMINAL CONNECTIONS, CLAMPING PLATE TERMINAL 0c .A Ji1�I1�" � DWG. Y923 -J CAUTION: An uninsulated section of single conductor should not be looped around the terminal and serve as two seperate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire becomes dislodged from under the terminal. TYPICAL ELECTRICAL CONNECTIONS LOCAL CIRCUIT TRANSFORMER OR BATTERY POWER N.L. SIGNALING N.O. DEVICE STYLE D (CLASS A) SUPERVISED LOOP CON, COM, N.c.° RN.o, nLC R " .o. STYLE B (CLASS B) SUPERVISED CIRCUIT TO N L CONTROL CON, UNIT .O. ENO -OF -LINE RES1570a N DWG. /1086 -4 TAMPER SWITCH CONNECTIONS COVER TAMPER k RBVS CONNECTED COVER TAMPER & RBVS WIRED TO THE SAME ZONE ON THE FRCP TO SEPERATE ZONES COVER COL, NJL COL, P- TAMPER COL KO, COL. FACP COVER EOLR KC, TAUPER FACP EOIF FACP EOLR owc, f1086 -5 PRINTED IN USA MFG. #5401086 - REV P PAGE 2 OF 3 9/03 -4 F' POTTER REAL BALL UNIVERSAL The Symbol of Protection VALVE SWITCH INSTALLATION ON TEE HANDLE (SEE FIG. 3) the RBVS switch button to contact (and be activated by) the metal of the handle. 1. Selectclamps and clamping bolts based upon pipe/valve size, see Table 1. 8. Tighten clamping screws alternately and 1 /,20 X'W' bolt to 2. Insert rubber clamp grippers into clamps, see Fig. 3 3. Place one clamp on top of pipe /ball valve near the valve handle and insert clamping bolts through it. 4. Place other clamp over clamping bolts from beneath the installation and thread hex nuts onto the clamping bolts, but do not fully tighten, (be sure hex nuts seat properly in clamp hex recesses). 5. Loosely attach "L" bracket to the "offset" bracket and . 'offset" bracket to the RBVS housing. 6. Be sure ball valve is in the fully open position 7. Slide loosely assembled RBVS switch enclosure to a position that permits the switch button to contact the valve handle approximately 1/2" from the end ofthe handle. Cut and remove the plastic coating from the ball valve handle to allow 30 in -lbs. (minimum) of torque. 9. With the valve handle fully open, slide the RBVS housing down until the switch operates plus 1/8 inch. Tighten the screws holding the RBVS to the "offset" bracket. 10. Remove the RBVS switch enclosure cover. 11. Close and open the valve to verify operation. The actuator should easily retract up when the valve handle is in the open position. 12. Fully open the valve. 13. Wire main switch and tamper switch (if applicable). Care- fully route tamper switch wires through strain relief channel in switch enclosure. Fully seat the wires into the bottom of the channel. See Fig. 1. 14. Replace RBVS switch enclosure cover and securely tighten cover screw. FIG. 3 GRIPPERS DWG 11096 -3 FIG. 4 O a SOME INSTALLATIONS MAY CAUSE INTERFERENCE BETWEEN MOUNTING BOLT AND OFFSET BRACKET. INSTALL BOLT FROM BOTTOM AND TRIM AS NEEDED TO CORRECT, �� /� PIPE JCLOSURE vrr. DWG. 11096 -6 PRINTED IN USA MFG. #5401086 - REV P PAGE 3 OF 3 9/03 200 PSI/13.8 Bar Saturated Steam to 391 F/201 C 400 PSI/27.6 Bar Non -Shock Cold Working Pressure* CONFORMS TO MSS SP -80 MATERIAL LIST DI MENSIONS - WEIGHTS - QUANTITIES Size In. mm. PART SPECIFICATION 1. Bonnet Bronze ASTM B 61 2. Body Bronze ASTM B 61 3. Hinge Pin Bronze ASTM B 140 Alloy C31400 or B 134 Alloy C23000 4. Disc Hanger Bronze ASTM B 61 or 304 Stainless Steel 1 /4" thru 3 /4" sizes 5. Seat Disc Bronze ASTM B 61 6. Hanger Nut Bronze ASTM B 16 7. Hinge Pin Plug ASTM B 140 Alloy C31600 (not shown) DI MENSIONS - WEIGHTS - QUANTITIES Size In. mm. In. Dimensions A B mm. In. mm. T -453 -B Master Lbs. Kq. Ctn. Qty. 1 /4 8 2.25 57 1.56 40 0.53 0.24 50 3 /a 10 2.25 57 1.56 40 0.54 0.24 50 1 /2 15 2.63 67 1.75 44 0.60 0.27 50 3 /4 20 3.13 79 2.06 52 0.99 0.45 25 1 25 3.75 95 2.44 62 1.56 0.71 30 1 1 /4 32 4.38 111 3.13 79 2.33 1.06 10 1 1 /2 40 4.94 125 3.75 95 3.11 1.41 10 2 50 5.81 148 4.50 114 5.33 2.42 5 2 1 /2 65 8.00 203 5.31 135 13.72 6.22 5 3 80 9.25 235 6.25 159 17.64 8.00 4 1 • For detailed Operating Pressure, refer to Pressure Temperature Chart on page 107. T -453 -B Threaded T -453 -B NPT x NPT NIBCO check valves may be installed in both horizontal and vertical lines with upward flow or in any intermediate position. They will operate satisfactorily in a declining plane (no more than 151. Warning - Do Not Use For Reciprocating Air Compressor Service. NIBCO INC. WORLD HEADQUARTERS • 1516 MIDDLEBURY ST. • ELKHART, IN 46516 -4740 • USA • PH: 1.800.234.0227 TECH SERVICES PH: 1.888.446.4226 • FAX: 1.800.234.0557 • INTERNATIONAL OFFICE PH: +1.574.295.3221 • FAX: +1.574.295.3455 www.nibco.com Class 200 Bronze Check Valves Dezincification Horizontal Swing • Regrinding Type • Renewable Seat and Disc • Resistant 40 Y- Pattern ' GST - Wood Sammy age 1 of 4 Pt um bin HC,rne Ur! " ; �CrN +NS �i ale T_u71 SammyXpre HNad r ;T- >tiP (, - V001 _„f, DST- .steel Sammy SWDR Steel:-, S - SWC - Concrete SW - , arnrny = ide irder ' A I- lthread :Rod :anchoring Systenis Wood Sammy - Self drilling & self - tapping into wood A-* Wool) • 114 it Rod • Vertical Mount Use #14 Nut Driver (Item #100) Item Model Rod Shank Shank No Size Diameter Length 20 6ST.750 1;4 -20 1!4 3/4 21 GST 100 1i4 -20 1 4 1 22 GST 200 1;4 -20 1/4 2 23 GST 300 1/4 -20 1 4 3 24 GST 600 1/4 -20 1,4 6 1 Item14 http:// www.sammysuperscrew.com /GST.htm 8/16/2004 GST - Wood Sammy Wge 2 of 4 WOOD - 3!8" o « VerficalN Note: #14SW 1br screws with Use #14 Nut Driver Item #100 Nut Driver (Item #101 Item No Model Rod Size Shank Diameter Shank Length Actual Pullout 8 GST 2 '/2 - 13 '/a n 1760# - Fir Item Model Rod Shk Shk FM Test UL Test UL /FM Actual �£ '/a No 2275# - Fir Size Diam Len Load Load 2180# - Fir Pullout GST 6 1 /2 - 13 '/a 6 2230# - Fir (lb) (lb) Size p Gr 10 GST .75 3/8 16 '/4 s / 564# - 6 Ply al 11 GST 10 3/8- '/4 1 210# - 7 / 16 oSg 16 670# - 3 /a" Ply 12 GST 20 3 16 1/ 2 940# 850# s 1 -2 /z 1760# -Fir 27 GST 25 -380 316 3/8 2 1500# 4 2113# -Fir 13 GST 30 3 /8- 16 1 /a 3 1475# 1500# s / _q 2060# -Fir 403 GST 40 3/8- 16 1 4 4 2180# -Fir 14 GST 60 3/8- 16 '/4 6 2230# -Fir WO - � acid - V ertical Moun Note: #14SW 1br screws with Use #14SW Nut Driver (Item #101 Item No Model Rod Size Shank Diameter Shank Length Actual Pullout 8 GST 2 '/2 - 13 '/a 2 1760# - Fir 06 GST 2.5 -380 1 /2 - 13 3/8 2 2113# - Fir #14S Item 15 GST 3 '/2 - 13 '/a 3 2275# - Fir 16 GST 4 1 /2 - 13 1 /a 4 2180# - Fir 17 GST 6 1 /2 - 13 '/a 6 2230# - Fir ,egend UL- listed. § Available in Stainless Steel. Box quantity 25. Standard box quantity 125, except where so indicated. VERTICAL._MOUNT,.pdf (594 Kb) http:// www.sammysuperscrew.com/GST.htm 8/16/2004 GST - Wood Sammy • Installation Diagrams Composite Joist woo 4tod D ouble same, -w Shaetrotk Coifing r' e � age 3 of 4 lit lowtha n.cr�haalwie Consult truss manufacturer for recommended installation point. rr '� S See Special Notes Installation per All installations Most he performed with appropriate nut drivers to cotnpiv with ww Installation Instructions ood Sammy KYS'1') • Wood Sidewinder (SWG) Self drilling; & .self - tapping; into wood See Figures I - 4 (vertical) and 11 -14 (horizontal) of detailed installation instructions for more diagrams and illustrations. Step 1 Insert the appropriate nut driver into a 3/8 it or V2 it portable drill: a. use #14 Nut Driver for GST for 3/8" and 1 /a" rod; b. use #14SW Nut Driver for SWG, and for GST for 1/" rod. Step 2 Insert the screw into the nut driver. Now you are ready to install the screw. Step 3 Position drill and begin installatio a. for installing GST, drill sh vertical position; b. for installing SWG drill sh horizontal position at a rig the structural member. Step 4 When the nut driver spins freely o the screw installation is complete. Step 5 Screw is now ready to receive %" or metric all thread rod or bolt sto 'Must be installed with appropriate nut driver* to complex with warrant EA € Pr ot "lion should be worn at all times when installing this produe Download CAD Drawings ► Inst ►Safe ,Information http:// www.sammysuperserew.com /GST.htm 8/16/2004 GST - Wood Sammy • Cage 4 of 4 Information: submit a re uest or contact, dpintonu,itwbuildex com Last modified: June 02 2003 - An independent, non - profit content rating organization. Copyright Z 2002: ITW Buildex. All trademarks or registered trademarks used are trademarks of Sammy Super Screw, ITW Buildex and Illinois Tool Works, Inc. IT'W Hui Pri `a P olio ITW Buildex uses WebTrends Live to analyze traffic to this web site. WebTrends Live does not create individual profiles for visitors. Unlike some tracking services WebTrends Live does not have a database of individual profiles for each visitor. WebTrends Live only collects aggregate data. For more information about WebTrends Live privacy policy, Lease click here. Send mail to: kchniszi2itwbuildcx com MAIP with questions or comments about the webpage. http:// www.sammysuperscrew.com/GST.htm 8/16/2004 Juniors Sheetrock Hurricane Ceiling Screws Pole Tool Sammy ssartment Sammy Saddle Sammy Xpress E amrnp •�xrvel NF- �d L GLLL'Anod SSamrnv .. S' ,rr_; -'Toad SW DST -Steel Samm +r SVVDR - Steel SVb' ST - Concrete Sammv SV'JC - Canr_.rete SVI� SS Sammy er Information: submit a re uest or contact, dpintonu,itwbuildex com Last modified: June 02 2003 - An independent, non - profit content rating organization. Copyright Z 2002: ITW Buildex. All trademarks or registered trademarks used are trademarks of Sammy Super Screw, ITW Buildex and Illinois Tool Works, Inc. IT'W Hui Pri `a P olio ITW Buildex uses WebTrends Live to analyze traffic to this web site. WebTrends Live does not create individual profiles for visitors. Unlike some tracking services WebTrends Live does not have a database of individual profiles for each visitor. WebTrends Live only collects aggregate data. For more information about WebTrends Live privacy policy, Lease click here. Send mail to: kchniszi2itwbuildcx com MAIP with questions or comments about the webpage. http:// www.sammysuperscrew.com/GST.htm 8/16/2004 SWG - Wood SW O We 1 of 3 All-thread Rod Anchoring Systems WOOD • '14" Rod • l 1orizowal M owit Use #14SW Nut Driver (Item #101) Item Model Rod Shank Shank Actual No Size Diameter I Length I Shear Pullout 4016 SWG 100 1/4 -20 1/4 1 1 1 - I #14SW Item #101 300 1 SWG 200 1/4 -20 1/4 1 2 1 1725# - Fir Use #14SW Nut Driver (Item #101) le le UL P1 Item Rod Shank Shank UL Pipe Actual Gr No Model Size Diameter Length Test s ize Shear/Pullout ar Load httn Horne UP Juniors She SWG - Wood SW 0 Oge2of3 l..:egend UL- listed. § Available in Stainless Steel. 0 1021 rpto3 Ur p lb dull 3" rmbd wtrh AS 18 SWG 10 3/8 -16 1 /a 1 .. 19 SWG 20 3/8 -16 1 / 2 1250# 3 1725# - Fir & 26 * SWG 25 -380 3/8 -1613/8 2 1500# 1 4 2249# - Fir 25 ♦ SWG 30 3/8 -16 1/ 3 l..:egend UL- listed. § Available in Stainless Steel. 0 1021 rpto3 Ur p Box quantity 25. Standard box quantity 125, except where so indicated. 14ORI.ZONTAL__MOLTNT.p_df (753 Kb) Installation Diagrams Composite Joist Nd [go the r 0 1021 rpto3 Ur p T Fear dull 3" rmbd wtrh 4 � Consult truss manufacturer for of recommended installation point. Installation per See Special .Nees :411 installations niust be perfornaLd aaith appropriate nut drivers to comply- with w Installation Instructions Wood Sammy (GST) - Wood Sidewinder (SWG) Self drilling & self - tapping into wood See Figures 1 - 4 (vertical) and 11 -14 Step 3 http:// www.sammysuperscrew.com /SWG.htm 8/16/2004 SWG - Wood SW (horizontal) of retailed installation instructions for more diagrams and illustrations. Step 1 Insert the appropriate nut driver into a 3/8 it or 1/ it portable drill: a. use #14 Nut Driver for GST for 3/8" and 1 / 4" rod; b. use #14SW Nut Driver 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. wage 3 of 3 Position drill and begin installatio a. for installing GST, drill sh vertical position; b. for installing SWG drill sh horizontal position at a rig the structural member. Step 4 When the nut driver spins freely o the screw installation is complete. Step 5 Screw is now ready to receive 1/ or metric all thread rod or bolt sto • Must he installed with appropriate nut driver to comply with warrant • Eve protection should be worn at all tinges when installing this produe Download CAD Drawings i Installation._ Instructions 0 Safety_ Infor mation Horne Juniors Sheetrock Ceiling Scre Hurricane Pole Tool Sammy Assortment - Sammy Saddle Sammy X:press GST - Wood Sammy trrRrn �;t ?al Hand , V DST - SteelSammy SWDP, - Steel SW ''' ST Concrete Samm SWC - Con SS Sam SS Sidewinder Information: submit a request or contact, dpinto a)it L IC Last modified: June 02 , 2003 - An independent, non - profit content rating organization. Copyright (02002: ITW Buildex. All trademarks or registered trademarks used are trademarks of Sammy Super Screw, ITW Buildex and Illinois Tool Works, Inc. it W Buildex PriyAcy_.PokO. ITW Buildex uses WebTrends Live to analyze traffic to this web site. WebTrends Live does not create individual profiles for visitors. Unlike some tracking services WebTrends Live does not have a database of individual profiles for each visitor. WebTrends Live only collects aggregate data. For more information about WebTrends Live privacy policy, }.Tease click here. Send mail to: kchnisztitwbuilde:x.com MAIP with questions or comments about the webpage. http:// www.sammysuperscrew.com/SWG.htm 8/16/2004 L�O 33 INCORPORATED CORONA, CA - (909) 737 -5599 FIG. 20S FLUSH MOUNT PIPE STRAP Size Range - 1/2 thru 8 inch pipe. Material - Carbon Steel Function - To hold pipe flush with mounting surface. Approvals - Conforms to Federal Specification WW- H -171E, type 26, 3/4 thru 4 inch, and Manufacturers Standardization Society SP -69, type 26. Maximum Temperature - 650 °F Finish - Plain, Electro- Galvanized, HDG, and Stainless Steel. Order By - Figure number, pipe size, and finish. r/'/-f' o 1 3 '� Tfl/ D P 12 v�;L' �� ��i:���5/5 PIPE -- B 1/2 4 -1/8 HOLE SIZE 3/4 4 -5/16 1 5/16 4 -9/16 1 -1/4 7/16 4 -15/16 1 -1/2 21 5 -3/16 2 15/16 5 -3/4 2-1/2 410 6-1/4 3 3 - 3/8 6 -7/8 3 -1/2 7 -3/8 4 11/16 8 -3/8 5 7/16 9 -7/16 6 30 10 -1/2 8 1 -5/8 14 -- B C D HOLE SIZE STOCK SIZE MAX, REC. LOAD LBS. ArrnvA, WEIGHT PER 100 5/16 2 -7/8 3/4 7/16 1/8x1 -1/4 410 21 7/16 3 15/16 7/16 1/8x1 -1/4 410 24 9/16 3 - 3/8 1 -1/8 7/16 1/8x1 -1/4 410 26 11/16 3 -3/4 1 -1/2 7/16 1/8x1 -1/4 410 30 13/16 4 -1/4 1 -5/8 7/16 1/8x1 -1/4 410 33 1 -1/16 4 -3/4 2 - 1/4 7/16 1/8x1 -1/4 410 38 1 -9/16 5 -1/4 2 -3/4 7/16 1/4x1 -1/4 610 102 1 -5/8 5 -7/8 3 -3/8 7/16 1/4x1 -1/4 610 118 1 -7/8 6 -3/8 3 -7/8 7/16 1/4x1 -1/4 610 130 2 -1/8 7 4 -3/8 9/16 1/4x1 -1/2 725 159 2 -5/8 7 -7/8 5 -3/8 9 l 4x1 -1/2 725 191 3 -3/16 8 -7/8 6 -7/16 9/16 1/4x1 -1/2 725 234 4 -1/ 11 -1/2 8 -3/8 11/ 3/8x - 1/ 2 900 446 =k Revised 1/92 E 7bqLC INCORPORATED CORONA, CA - (909) 737 -5599 FIG. 202 COPPER TUBING RING HANGER Size Range - 1/2 thru 6 inch copper tubing. Material - Carbon Steel Function - Light hanger with swivel nut for adjustment after installation. Approvals - Conforms to Federal Specification WW- H -171E, type 10, 1/2 thru 4 inch, and Manufacturers Standardization Society SP -69, type 10. Finish - Copper- Plated Order By - Figure number and nominal tubing size. ' MAX. APPROX. PIPE SIZE ROD SIZE A B C STOCK REC. SIZE LOAD LBS. WEIGHT PER 100 1/2 3/8 3 -1/8 2 -3/4 1 -112 16ga x 5/8 400 11 ■I 3/4 3/8 3 -1/8 2 -5/8 1 -1 16ga x 5/8 400 11 1 3'8 3 -1/8 2-1 1 16ga x 5/8 400 12 1.1/4 3 3 -1/4 2 -1/2 1 16ga x 5/8 400 13 1 -1/2 1`8 3- 7.8 3 1 -1/4 16ga x 5/8 400 14 2 3 4 -1 %2 3-3/8 1 -1/2 16ga x 5/8 400 15 2 -1/2 3 8T 5-1/2 4-3/8 2 14ga x 1 3/16 600 40 ' 3 1,2 6 -3/8 4 -3/4 2 14ga x'1 -3/16 600 45 3 -1 %2 lit 6 31 4 -'_/2 1 -1/2 14ga x 1 -3/16 600 52 1/2* 7 -3/8 5 -1/4 2 14ga xl'1, %4 1250 59 ,4 5 58 8-18 5-3/4 2 12ga x 1 -1/4 1250 Q7 6 5 9-1/2 6 - 3/8 1 -1 /"8 12ga -1/4 1250 139 * 2 -1/2" CT filled with water weighs less than 2" IP filled with water, 4" CT less than 3 -1/2" IP with water. �' 2 -1/2" CT available with 1/2" thread and 4" CT available with 5/8" thread for Government Specs. TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970 - 479 -2138 DEPARTMENT OF COMMUNITY DEVELOPIIT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Job Address: 1722 BUFFEHR CREEK RD VAIL Location.....: 1722 Buffehr Creek Road Parcel No...: 21031221000 Project No 3 3 - -Q( OWNER Scott & Claudine Brandt 04/08/2004 1200 N Lafayette St Denver, CO 80218 Permit #: M04 -0043 Status ...: ISSUED Applied ..: 04/08/2004 Issued . .: 04/09/2004 Expires. .: 10/06/2004 Phone: 303 - 864 - License: 04/08/2004 Phone: 970- 328 -370 CONTRACTOR WHITE WATER PLUMBING P.O. BOX 4290 EAGLE, CO 81631 License: 255 -M BING 04/08/2004 Phone: 970- 328 -3708 APPLICANT WHITE WATER PLUM P.O. BOX 4290 EAGLE, CO 81631 License: 255 -M Desciption: Radiant heat and snowmelt for a New single family with EHU and 3 -car garage Valuation: $41,000.00 # of Gas Logs: 0 # of Wood Pellet: 0 # of Gas Appliances: 0 ***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *M Fireplace Information: Restricted: Y FEE SUMMARY 1, 028 .00 $ 0.00 0.00 Total Calculated Fees -- -> $ 00 Restuarant Plan Review - -> > $0.00 Mechanical - - -> $ 820. $0.00 Additional Fees---------- - Plan Check --- > $205.00 DRB Fee------ - --- -- > Total Permit Fee ---------- > $1,028.00 $0.00 TOTAL FEES — ----------- > $1,028.00 > $1 028.00 Investigation -> Payments-------- ---- ----'-' . 0.00 Will Call - - - - -> $ 300 BALANCE DUE---- -- ---> $ Item: 05100 BUILDING DEPARTMENT Action: AP 04/08/2004 JS Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANC Cond: 22 IS REQUIRED PER SEC. 701 OF THE 1997 UMC, OR SECTION (BLDG.): COMBUSTION AIR 701 OF THE 1997 IMC. Cond: 23 ST CONFORM TO MANUF INSTRUCTIONS AND TO (BLDG.): INSTALLATION MU CHAPTER 10 OF THE 1997 UMC, CHAPTER 10 OF THE 199 0 • Cond: 25 (BLDG.): GAS APPLIANCES S' EC. 806VOFTTHEA199R7DUMC ,TORCCAHAPTER88 AND 'THE1997 IMC. TERMINATE AS SPECIFIED IN S Cond: 29 (BLDG.): ACCESS TO HEATING EQUIPMENT MUST COMPLY WITH CHAPTER 3 AND SEC-10 17 O THE 1997 UMC AND CHAPTER 3 OF THE Cond: 31 UNTED FLOORS OF NONCOMBUSTIBLE CONST. UNLES (BLDG.): BOILERS SHALL BE MO LISTED FOR MOUNTING ON COMBUSTIBLE FLOOR Cond: 32 (BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIG TO AN INSPECTION REQUEST. Cond: 30 (BLDG.): DRAINAGE OF MECHANICAL ROOM OR C DRAIN PER SEC. HEATING R 02 0 2OF O THE A19975UMCL OR BOILERS SHALL BE EQUIPPED WITH A FLO SECTION 1004.6 OF THE 1997 IMC. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the the information and plot plan, to comply with all required, completed an accurate plot plan, and state that all the information as required is correct. I agree to c omply with Town ordinances and state laws, and to build this structure according to the zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applic able thereto REQUESTS FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOU S IN DVANC Y TE PI40 479 -2 49 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. S NATURE OF OWNER OI CO TRACTOR FOR HIMSELF AND OWNEF Statement� TOWN OF VAIL, COLORADO Statement Number: R040005580 Amount: $1,028.00 04 / Iri 00403 37 PM Payment Method: Check Notation: Whitewater P & H 11036 Permit No: M04 -0043 YP T e: MECHANICAL PERMI Parcel No: 210312210 Site Address: 1722 BUFFEHR CREEK RD VAIL Location: 1722 Buffehr Creek Road Total Fees: $1,028.00 This Payment: $1,028.00 Total ALL Pmts: $1,028.00 Balance: $0.00 ACCOUNT ITEM LIST: Current Pmts Account Code Description 820.00 MP 00100003111100 PLAN S MECH CHECK FEES FEES 205.00 PF 00100003112300 3.00 WC 00100003112800 WILL CALL INSPECTION FEE ---------------------- - - - - -- n ,03 . oc7a ppPLICATION WILL NOT BE ACCEPTED IF INCOMPLPEr jec #; SIG ED - Building Permit Mechanical Permit #: 970 - 479 -2149 (Inspections) ►4 A 7bWN OF V AIL OF VAIL MECHANICAL PERML I Arr! Rd. Permit will not be accepted without the following: 75 S. Frontage Vail, Colorado 81657 provide Mechanical Room Layout drawn to scale to include: ion 0 - " 3 ontact Ea ie c,vu Assessors Office at 970 -328 -8640 or visit C p Parcel Job Address: /�al Job Name: Subdivision Block: Filing: : Legal Description Lot: Phone: Owners Name: Phone: g- Z/,�'_ Address: Engineer: /� Detailed scr tion ui ' � ^ y- Repair( ) Other ( ) Addition ( ) Alteration( ) No( ) Work Class: New ) Exterior ( ) Other ( ) Does an EHU exist at this location: Yes (�C� Boiler Location: Interior (}C) ( ) Restaurant ( ) other( ) Single - family CA) Duplex ( ) Multi family ( ) Commercial U its in this building: Units in this building: — Type of Bldg: No. of Accommodation for Pa rcel # No. of Existing Dwelling rn — Wood /Pellet Wood Burnin Gas A liances Gas Los NOT ALLOWED) No/ T e of Fire laces Existin Gas Logs ( ) Wood /Pellet ( ) Wood Burning No /Type of Fireplaces Proposed: Gas App liances ( No( ) Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) USE ONLY * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * ** *FOR OFF ICE Acce ted Planner S1 n off ...er( )R MS \PFRMITS \MECHP Me nical Room Dlmens� t o ustion Air i 0 �n as Lin e H Loss Cal be c i Eq ment Cut A CTOR INFORMATI CONTR er rs F ., P1anne, 9�5 COMPLETE VALUATION FOR MECHANICAL PERMIT d � - � b RECEIVED APR 0 8 2004 07/26/2002 IS X p► R4' l7 U I M x� O O N O O C7 V Q O C7 O � lu F D W U o p W 2 U U LL O U > J U p F (D _Z W = a W O Z W _ O U Q UO } _ >- Lr V Q O m J U Z � Q O : ° o O J LU w c (v m I- 3 U) W (n W m 0 2 2 Q = O W 0 m U U J J 2 W � LLI Q W Q O O U- 2 O O x d " M N U M O O O O ° O O O O O N N (7) LO N CD LO CD LL Z C) ~ : 5 n CD c1J 00 p W m r N c? LO N r (D co t'- `- (n t0 LO r r r N O O O r0 N N N N vj (n r Lo w W V m (D N N W O m � CD M ^ CD (O ^ O N M M N C') co ( m O rn CD , 7 a N co (D .� (P N N pp "t 0) LO a ° • `� o rn O C7 O O C'j N O Cn cp O p O O O O O O N C5 O~ ^ m M LL O O M O _ ° N N M O M Cn O O (D U O O p O O N CC) O r O N M N rn N N M N O �C)) V _Z LL N O m M N M N M n N i� � N r Z o N r 0:) M LO W (!1 (n M O V Lo M O M Q N (O N V (n cn c c!j n n CD N M M CV M m O (D N N N Z O 'ct M N O V Cn " V O N O ( c(7 N m O to V " T Co V m N � _ M r Lo O N M N N M N (V (P ro � N C', O (\ O r r r N N CO N N m Q3 m m (L c (v m E 3 Q > O J (n m > E E m r N 3 r N p J N m` �c Y J 2 CU O O Q7 O O E O (U N E O E O o _ (U Q F" m O O m E = E O 0� O 'O w (n O F 3 m` c . c .c s N O m c o Cv m m m U U W O <L u a Y Y O -, • 0 INTEGRATED RESOURCES, LLC Post Office Box 639 MINTURN, COLORADO 81645 Edward J. Zneimer, Ph.D. Development Tel. (970) 827 -4101 Fax (970) 827 -5644 Larry Scharfenberger Construction Management Tel. (970) 827.5634 Fax (970) 827 -5644 March 22, 2004 Department of Community Development Town of Vail 75 S. Frontage Rd. Vail, CO 81657 Sirs: This is to advise you that Integrated Resources, N, LLC is no longer the contractor for the Brandt Residence at 1701E, Buffehr Creek Road, Town of Vail. The new contractor is George Shaeffer Construction Co. Our building permit number was B03 -0209. iv, LLC � v 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 Desciption: VENTILATION AND AIR CONDITIONING Valuation: $30,000.00 Fireplace Information: Restricted: Y # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 ************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FEE SUMMARY ***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Mechanical - - -> MECHANICAL PERMIT Permit #: M04 -0211 Job Address: 1722 BUFFEHR CREEK RD VAIL Status ...: ISSUED Location.....: 1722 Buffehr Creek Road Applied..: 10/04/2004 Parcel No...: 210312210006 Issued. .: 11/01/2004 Project No - �i 3 _dna Expires . .: 04/30/2005 OWNER Scott & Claudine Brandt 10/04/2004 Phone: 303 - 864 -9016 1200 N Lafayette St Denver, CO GCD Action: AP 80218 Item 05600 FIRE License: CONTRACTOR SKYLINE MECHANICAL 10/04/2004 Phone: 970 - 524 -6809 P.O. BOX 1258 GYPSUM, CO 81637 License: 121 -M APPLICANT SKYLINE MECHANICAL 10/04/2004 Phone: 970 - 524 -6809 P.O. BOX 1258 GYPSUM, CO 81637 License: 121 -M Desciption: VENTILATION AND AIR CONDITIONING Valuation: $30,000.00 Fireplace Information: Restricted: Y # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 ************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FEE SUMMARY ***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Mechanical - - -> $600.00 Restuarant Plan Review - -> $0.00 Total Calculated Fees --- > $753.00 Plan Check --- > $150.00 DRB Fee--------------- - - - - -> $0.00 Additional Fees------ - - - - -> $0.00 Investigation -> $0.00 TOTAL FEES ----- - - - - -> $753.00 Total Permit Fee ---------- > $753.00 Will Call - - - - -> $3.00 Payments------------------- > $753.00 sssssssssssssssssssssssssssssssssssssssssssssssssssssssssssss*ssssssssssssssssss*sssssssssssssssssssssssssssssssss BALANCE DUE --------- > $0.00 ssssss :ssss * * * * * * * *s * * * * * * * * * ** Item: 05100 BUILDING DEPARTMENT 10/28/2004 GCD 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 • 0 (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 IN ADVRN BY TELEPHONE AT 479 -2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM SIGNATURE OF OWNER OR CONTRACTOR FOR AND OWNER TOWN OF VAIL, COLORADO Statement Statement Number: R040007029 Amount: $753.00 11/01/200409:59 AM Payment Method: Check Init: LT Notation: skyline mechanical / ck6520 Permit No: M04 -0211 Type: MECHANICAL PERMIT Parcel No: 210312210006 Site Address: 1722 BUFFEHR CREEK RD VAIL Location: 1722 Buffehr Creek Road Total Fees: $753.00 This Payment: $753.00 Total ALL Pmts: $753.00 Balance: $0.00 ACCOUNT ITEM LIST: Current Pmts Account Code Description ------------------------------ MP 00100003111100 MECHANICAL PERMIT FEES 600.00 PF 00100003112300 PLAN CHECK FEES 150.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 08/19/2004 12:00 97052468 SKYLINE MECHANI _ PAGE 01 APPLICATI WILL NOT BE ACCEPTED IF INCOMPLETE op, UNSIGNED, � 3- C 0 v Project # Building Permit #': 3do � d tl Mechanical Permit #: � d— � -- 970 -479 -2149 (Inspections) TOWN AIE, TO N OF HAIL MECHANICAL. PERM APPL�CI�T�(�� 75 S. Frontage Rd. Permit will not be accepted without the following: Vaii, Colorado 81667 rovi Mechani 97oom layout drawn to scale to include; � CE'V � ® a I m Dimen - S io r i3uct S Lo i G as L size nd ?Jon OC T 0 t 2004 H oss IcP. pme utJSpe TOV COMMEV. C ©atacf �a l e C'oun AsseSgars Office at 97 -3Z8 -8540 or visit www. ea /e -coup . com for Parcel it # is provided above) p # (Retgu� red if no bldg. Perm — - Job Address: loh Name: — � Block: Filing: f Subdivision 7 Dcscription Lot: _ — . hone: Address: ( Owners N ame: s ' -�_ — hone: P Engineer: Detailed description of work. l Work Class: New ) Addition( ) Alteration( ) Repair( ) Other ( ) • „_ ,. Boiler Location: Interior ( ) Exterior ( ) Other ( ) Does an EHU exist at this location: Yes ( ) No ( ) Other FType 5ingle ( Duplex ( ) MulLi-rcnnily ( ) Curnm� ��( estaurant ( ) ( No. of Accommo dation Units in this building,: ng Dwelling Units in this building: Wood Burn No /T =e 2 laces Existin Gas A liances Gas Los Wood Pellet Wood Purning (NOT ALI - OWED? Wood/Pei let -�^ NNlialli:ZS ( ) Gas Logs ( } Nu/Type U( FirePldceS PruNuS�d: Gas _.... — i greplace to an ,.�..._ _...,_. I Is this a L 6nversion from a wood burnm fireplace ' EPA Phase IT device? Yes ( ) No COf17LETE• VALUATION FOR MECHANICAL PERMIT (Labor & Materials) MECHANICAL: $ - - CONTRACTOR INFORMATION -� Town of Va -- P ea T and Phone's: it e No. Contact Mechanical Contractor. Contractor Signature: * * * * * * * * * * * * * * * * * * * * * * * *FO E ONLY R OFFICE Si cce DE @.:F� @+C�IV ,� ......... ..:.... ..• � . � ., •. - Arse Gr�nc.. ;;•; ;;:....:� ............. : ..... . ". - .•__ i � F: !everyone /forms(mechperm 10/04/2004 07:58 � �, � 7 i �rr 97052468' SKYLINE MECHANI, - PAGE 02 Product InfinityTM 18 Data 38TDB (60 Ha) Two -Speed Air Conditioner with Puron® Refrigerant Sizes 024, 036, 037, 048, and 060 C�v�l GA) � 2' FEATURES/BENEFITS Copyright 2004 Clrrior Corporation r ,I- ---- INFINITY( SERI�_..� Model 38TDB Y nityTN' Air ioncr incorporate. innovative Deft cl7noloav with pt n.@ refrigerant, providing quiet, 2 e c .B ieDt cooling performance.uilt into 1c units MU rua.lur u, must desired by homeowners today, including SEER ratings up to 18.0 when matched with a VARIABLE 5P1✓l indoor Carrier product. All models are listed with UL (U.S. and Canada), ARI and CEC. The 38TDB cxcccds the Energy Star© requirements for energy efficiency, Electrical Range — All units are offered in 208230v single phase. Si.m - plificd field- stripped lead wire connec- tion's facilitate case of installation. Range of Sizes — .Available in 5 nominal sizes: 024, 036, 037, 048. and U60 to meet the needs of res.ldential applications. Carrier's TnfinityTM Controls — Thcse industry- leading controls, when installed with Carriers Ideal Ij.umidity variable -speed fumaces or fan coils, pruvide dry Iwulwwncrwi.th: - unparalleled control of temperature, humidity, indoor air quality, and zoning - unpreceticutud uwiu of use - simple operation through on- screen, text -based service reminders - wony-rree equipment u la] fuuL;tioo MCA on the two -speed outdoor section Optional remote access through telephone yr Tutaa uut i8 also available when combined wilb a. remote connectivity kit. WcatlierArmor''' III System is a three component systum --Tfrc casing steel is galvanized and coated with a layer of zinc phosphate, A modified polyester powder coating is then applied and baked on, providing each unit with a hard. smooth finish that will last for many years. All screws on the cabinet exterior are S erni aG ua rd "t''I ixaWd for a loug lasting, Form 3BT0B -7PD 10/04/2004 07:58 97052468' SKYLINE MECHANI. PAGE 03 rust- .resigtant, quality appearance. The coil is protected by an enhanced WeatherArmoffm heavy duty inlet grille. Constructed of a coated steel wire grid and with spacing of 318 in., the guard helps to protect the coil from inclement weather, vandalism and incidental damageAt provides protection while not restricting airflow and maintain- ing ease of coil inspection and cleaning. Unit Design — The coil incorporates copper tubing and enhanced, aluminum fins for uptirnuu.r lu;al. hmACu. Hirt con- denser air and sound arc discharged ver- tically and away from adjacent patio areas and folia.ge..Polymer spacers raise the coil in a heat Pump style basepan for ea.ay removal of water, dirt, and debris. An electronic ECM. condenser fan (037 only) motor provides multi -spccd operation and enhanced low - speed effi- ciencies and sound levels. /auto -reset high- and low- ptwsure switches condmiously monitor system operation. A cuinpjv6S vt cn1i,kcase hcater, CnCr gized during the compressor off cycle, _ helps to provide reliable starting. Application Versatili —This unit can be combined with a wide variety of evaporator coils and fan coils to provide quiet, dependable comfort. Unit can be instal led on a. roof or at ground level on a stab. Extemal Service Valves — Both service valves ate brass, back scaling type with sweat connections. Valves arc exter- nally located so refrigerant connections can be made quickly and easily. Each valve has a service port for case of check- ing operating refrigerant pressures. F.a,sy SPrvirPahility Removal of access panel and control box cover provides easy access to all electrical con- trols and cu►.trltmsuis. Removal of top provides access to fan motor and coil. A self - diagnostic indicator on the clec:tronic control board informs the ser- vice technician of the failed component. Compressor rrotectlun —11ta Gulf (- pressor is . protected with internal over- loads. An internal pressure. relief valve provides high- ptMsurc protection to the refrigerant system. 6tandard Features An electronic control eliminates excessive wiring. A compressor sound hood and discharge muffler provide improved sound levels as well as sound quality. )Cirilportnnt Whnn selecting an indoor blower section to be installed with the two -speed unit, variable speed indoor bluwcrwulr1 .lulvby isrcconr mended. Some 5 -speed tap PSC motor products can be applied but detailed cngineetiris of the total system static pressure is required. Very few 4 -speed tap PSC.: indoor motor products can be installed with the two -speed unit. It is important to match CENT for high -speed capac.i.ty and low -speed capacity as stated in the combination rating tables. To derive all the benefits of improved Model number nomenclature 36TD6 036 18 SEER R -Speed Air Conditioner Nominal Capacity 037- 37,onnRhAli 024 — 24,000 Stuh 048 — 48,000 Btuh 036 — 36,000 Btuh 060 — 60,0 Stuh room humidity and temperature control, lower noise levels, and maximum energy savings, it is recommended that you use variable speed indoor blower technologicc. See product data digest for CFM requirements for low -speed capac- ity and high - speed capacity operation_ if your CFM is higher than the inquired CFM for low - vpced capacity operation, you may have little latent heat removal, resulting in lower comfort lcv- cls in high humidity climates. It your climate is hot with little to no humidity, this mn(le. of operation may be desired. Compressor Start Assist — Capaci- tor and relay. Expansion Valve — This unit must be installed with a Puron- refrigerant TXV on the indoor coil. The .N4 indoor fan coils and the CK5P indoor fiirmce coils come factory equipped with a bi- fluw balnucc port Furon rcfrisomot.. TXV. When installed in this application, no further change is required. I.f any other indoor fan coil or turnace coil is used, an accessory bi -flow, balance port TXV must be installed. See accessory list in this publication for correct part number. A Puron refrigerant, hard shut vIT, balance port TXV is shipped only with the 037 size for field i.nstnllation. iArnited Warranty — Five -year limited warranty on, all parts and a ten - year limited warranty on the compressor part.". Refer to warranty rerlificate.for specific details, 3 0 1 Packaging 5erlea Electrical 3 —208/230-1 U `p'Pm A �f L ��•..L OF A,pnp,nlr :RTIFICATION APPLIES - " ' rnoi +Arar,n +. NLY WHEN THE As enENERaV STAR •PeAner,Carrier �aom-�' amincAOnv.aN ?� }m O 11 E SYSTEM Cor9oratloo ripe drit mined that this C U s CO N W ism me to th RNFA Y STAR* RF-r DUALITY SYSTEM I S LISTED SYSTEM EM - Refer to the combination ratings in the Product Data Digest for system combins3tions maeling ENERGY STARS efficiency standards. 10/ 04/2004 07:58 97052468' 1W ,,v I Physical data SKYLINE MECHANI. of PAGE 04 UNIT. SIZE.-. SERIEg;•,...:,:.; ^:,;•r••;;••;; I � . .::.::..:::.::: „. . , . ... , ; ,, ; , „ •OZ4r.3D'..,: , ; ...... .t19E�C0�:�•..'.:,::;::..':,;: ,,,... OPERATING WEIGHT Lb 171 1 "' 778 911 REFRIGERANT Puton® (R41 OA) Cooling Control 8.9 TXV 12.9 11.5 13.1 r:ha a (Lh) 6.0 Propeller Type, Direct Drive CONDENSER FAN Air Discharge 1500 2500 Vertical 27501' 3000 3100 Air Qty (CFM) 1/15 110 1/5 1/6 115 MotarMN B25 825 8401' 825 825 Motor RPM Copper Tube, Aluminum Plate Fin CONDENSER COIL 10.0 18.2 18.2 18.2 18.2 Fora Area (Sq Ft) 25 25 20 20 20 Fins per in. 2 2 2 Rows Circuits 1 211 1 311 4/1 5/1 5/1 VALVE GONNCCT. (IM ID) swoct I 7/8 ` 7/8 I 718 Vapor 5/8 I 314 3/8 Liquid REFRIG TUBES' (In. OD) 5/8 3/4 I 7/8 7/8 b1/8 Vapor 3/5 Liquid LONG LINE REFRICRERAN I 1 ulits (In. uu) I Vapor 3/r1 I 7 /fl I wo Liquid "ire NOTE: See unit installation Instructions for proper Installation, - Tube sizes are for runs up to 60 fl horizontol and/or 20 ft vortical dlfforentlal. StandArri Irmo Ilnrr ip to 175 ft. tHlgh speed Accessories ORDERING NO. DESCRIPTION KAACF0B01MFn roaMal Filter — Sizes 024 - 060 KSASFD101AAA Support Feet 4 KSATX0201PUR 81 -flow Balance Port TXV Hard Shut Off -Slzc 024 KSATX0201 PUR RI -flow Ralance Port TXV (Hard Shut Off )-Size 036 KSATX0401 PUR Bi -flow Balance Port TXV Hard Shut Off)-Size 046 KRATX0501 PUR Bi - Flow Balance Port TXV Hard Shut Off - Slzc 060 CarrlorThermidistalTMControl — - Non - Pro /Pr with Humidity Control TSTATCCPRHOl -15 For use In Dual Fuel, AG, HP, and 23 a livations. Includes Outdoor Ayr 'rbm cratuee Soneor. Carrier Thermostat, Auto Changeover, 7 -Day Programmable, "F / °C, 2-Stage Heat/2-Stage Cool in AC TSTATCCP2S01 -B Mode, 3-Stage Heat /2 -5te a Cool In HP mode CorriorThormoeLvt, Auto Chongcovor• hlon Pmgrammnhln,'FrG. 2 - Stage Heat(2 Sla9e Cool In AC TSTATCCN2S01'B Mode, 3-Stage Heat/2-Stage Cool in HP mode TSTATXXSEN01 -8 Outdoor Temperature Sensor TSTATXXNBP01 Back late for Non-Programmable Thermostat,, TSTATXXPBP01 Sackplatc for Programmable Thermostat TCTATYYr Thermostat Conversion Kit (4 to 5 Wire) — 10 Pack INFINrryTMI CONTROLS SYSTXCCUID01 Inlinity Control Deluxe 7 -Day Programmable (wall - mounted system control,) SYSTXCCUIZ01 Infinity Control Deluxe Zoning 7 -Day Programmable (well - mountod control for a multl -zones stem.) 5Y5TXGG4ZC01 7, InriniLy 4 -Zono Damper Control Modulo (Mall mountod control For o Icur4Dn0 Sy4tPm ) 0 Infinity Smart Sensor (Optional well control used to monitor temperature and/or fan control In an SYSTXCCSMS01 N Individual zone.) SYST7rr:1:11PIR901 Infinity Remote Room Sensor (Monitors temperature in an individual zone.) SYSTXCCSAM01 G Inlly System Access Module (Hardware for wiroloss access and control vle phone or Internet,) Infinity Notwork Interface Module (Connects Heat Recovery and Energy Recovery Ventilators or older two - SYSTXCCNIMOtt speed outdoor models to system.) SYSTXXXBPU01 Decorative Back Plate for Infinity L;onirol tUOcorarlve well plate.) When applied with Carrier's IdeslHumidityM series 58MVP, SBCV(A,X) and FE Indoor Models. t Must be Instilled In Dual -Fuel Inflnity system applicetlons. I 7/e 1 1 -1 10 3 1010412004 07:58 97052468' SKYLINE MECHANI PAGE 05 Accessory Description and Usage (Listed Alphabetically) 1. Coastal Filler A mesh screen inserted un&r the lop cover and inside the base pen to protect the condenser coil from salt damage without restricting airnow. Usk= Guideline: Suggested in geographic areas where salt damage could alccnr. 2. Outdoor Air Temperature Sensor A device that :Mows the temperature at a remote location (outdoors) to be displayod at the thermostat. Usage Cuidcline: Suggested in all G'trrier programmable thennostats. 3. Support Feet Four sticK -Mt plastic feel mat raise the Unit 4 in, :1tNva thu iuumuiug Nud. This allows sand, dirt, and. other dcbrin to be flunhod from the unit base, minimizing corrosion. Usage Guideline; Suggested in the following applications: Conva.l installations. Windy are .ns or where debris is normally circulating. Rooftop installations, Per imnrovcd. Sound ml i np s. Thermostatic Expansion Valve ('M) A modtlelinp flnw- control valve that melees refrigerant liquid flow rate into the evaporator in response to the superheat of the refrigerant gag leaving the evap- orator. Kit includes valve, udepter tubel, And external cqunlizer tube. NOTE: Furnace coils and variable -speed fan coils designed for Peron refrigerant arc factory supplie(I with unlanced -port Furon•refrlgerani TXV. Usage Guideline: A bahticad -pout TXV specifically designed for Puron refrigerant is rl lluircd for all installations. Electrical data ` - -,. UNIT UNIT , ;' SERIES;- VlPH OPER VOLTS' COMPR FAN I-LA MCA MIN WIRE SIZEt 60 ClT7 °C MAX LENGTH (Ft)$ tt0 5 "C MAX FUSE" OR CKT BKR AMPS Max Min LRA RLA " 125 2S0 Soo 1000 2000 64.0 1016 0.5 13,6 14/14 57/65 20 024.30: '036 42.9 72 66.0 14.1 0.6 18.4 14/14 47141 30 -30 037 - 30 2081230 - 1 203 l a7 00.0 14.1 015 19.1 14)14 44J42 30 048.30 �-'' • 060 70 54.4 96.0 1919 1.1 26.0 10110 77/73 40 bG0.31 . NOTE: Tested in accordance with ARI 130,0 26.3 1.9 34.0 1 8/10 91156 60 Permissible limits of the voltage range at which unit will operate sat - ielactority. t If wire Is applied at ambient greater than 30 °C (66 0 F), consult Table 31n - 15 ni tho NFt^. (ANSI /NFPA 7n). Tht-. srmpacity of nonmetallic- sheathed cable (NM), trade name ROMEX, shall be that of 60 °C (140 "1) conductors, per the NEC (ANSI /NFPA 70) Article 336.26. If other than uncoated (non - plated), 60 or 75 °C (140 or 167 "F) insula- tion, copper wire (solid wire for 10 AWC and omaller, otronded wiro for larger than 10 AWG) Is used, consult applicable tables of the NEC (ANSI /NFPA 70). $ Length shown Is as measured 1 way along wire path between unit and service panel for voltage drop not to exceed 2 1 /o. •• Time -delay fuse. FLA -- Full Load Amps LRA - Locked Rotor Amps MCA - Minimum Circuit Amps RLA - Rated Load Amps NOTES: 1, Control circuit Is 24 -v on all units and requires external power source. 2. Copper wire must be used from service disconnect to unit. 3. All motors and compressors contain Internal overload pro- Toctlon• CHARGING SUBCOOLING* (TXV - TYPT EXPANSION DEVICE) 'Charge in high speed only, A, - WEIGHTED SOUND POWER (dBA) HIGH 014x !... :: 14 Og6�' 15 TYPICAL OCTAVE BAND SPECTRUM without tone adj ustment ) ale �;. .. 12 U�YI� SIZE '•' " °' 16 'Charge in high speed only, A, - WEIGHTED SOUND POWER (dBA) TYPICAL OCTAVE BAND SPECTRUM without tone adj ustment ) U�YI� SIZE '•' " °' STANDARD RATING 125 2S0 Soo 1000 2000 4000 E000 72 44.4 59.9 58.3 62.0 55.2 51.5 42.9 72 52,4 63.4 59.3 64.0 55.2 52.0 44.9 037. : ' :: 74 51,4 61.9 62.3 66.5 51 51 .5 44.0 040 ' 76 5319 60.9 131.1! 71.5 60.7 54.0 46.9 �-'' • 060 70 54.4 59.4 59.3 62.0 60.7 56.6 47.9 'Sound levels at high and low speeds are equivalent. NOTE: Tested in accordance with ARI standard 270.95. (Not listed with ARI.) 10/0412004 07:58 97052468 Dimensions SKYLINE MECHANI - PAGE 06 5 W 2 =1 03 55 - 'a za >j C4 en LU w IL r' Q —j ^- -- am w U- B CQ J T 0 0 0 dl 61, U, N t. CL W z C N 'E -5 ED LO to w o - 6 la F 10 L) E - ----------- M It g o E (D 7 - 7 C' , 2, CO 0 w rD -.4- Lr m M LU glo CP 0 FO E ' 113 Z�—:- —�-UJA Lu w 0 L) V) 5 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 MECHANICAL PERMIT Permit #: M05 -0020 630 - 0 Status ...: ISSUED Job Address: 1722 BUFFEHR CREEK RD VAIL Applied. ISSUED Location.....: 1722 Buffehr Creek Road Issued . .: 02/23/2005 Parcel No...: 210312210006 Expires . .: 08/22/2005 Project No . 0 02/08/2005 Phone: 303 - 864 - OWNER Scott & Claudine Brandt 1200 N Lafayette St Denver, CO 80218 License: CONTRACTOR HEARTH EXCHANGE, INC. (THE) 02/08/2005 Phone: 970 - 827 - P.O BOX 670 MINTURN, CO 81645 License: 174 -M (THE) 02/08/2005 Phone: 970 - 827 - APPLICANT HEARTH EXCHANGE, INC. P.O BOX 670 MINTURN, CO 81645 License: 174 -M Desciption: New single family ASONARY FIREPLACES BY OTHERS ELATION OF 2 GAS LOG SETS IN M Valuation: $2,945.00 Y # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 Fireplace Information: Restricted: FEE SUMMARY $78.00 * * * * * * * * *x* * * * * * * ** ** * ** * * * * * * * * * + * * **** *grant lanRe e $0.00 Total Calculated Fees - - -> $0.00 Mechanical --- > $60- Restuarant Plan Re --> $0.00 Additional Fees------ -- - - -> $78.00 Plan Check --- > $15. oo DRB Fee---- ------ - - - --- -- $ 78.00 Total Permit Fee ---------- > $ $0 TOTAL FEES--------- - - - - -� Investigation -> Payments------------- - ----- > $ Will Call - - - - -> $3.00 BALANCE DUE --------- > Item: 05100 BUILDING DEPARTMENT Action: AP 02/23/2005 GCD Item: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. SECTION Cond: 22 (BLDG.): COMBUSTION AIR IS REQUIRED PER SEC. 701 OF THE 1997 UMC, O 701 OF THE 1997 IMC. TO CHAPTER Cond: 23 ST (BLDG.): INSTALLATION MPTERCOlOFOFM MANUFACTURES THE 1�FIMC INSTRUCTIONS 10 OF THE 1997 UMC, CHAP Cond: 25 (BLDG.): GAS A PPLIANCES SHALL BEVOFT THE A 199 R 7 UMC , DTORCCHHAPTER88 OF OF IMC. TERMINATE AS SPECIFIED IN SEC-806 Cond: 29 (BLDG.). ACCESS TO HEATING EQUIPMENT MUST COMPLY WITH CHAPTO 3 AND SEC.1017 OF THE 1997 UMC AND CHAPTER 3 OF THE 1997 IMC. Cond: 31 (BLDG.): BOILERS SHALL BE MOON EDEO FLOORS OF NONCOMBUSTIBLE CONST. UNLESS LISTED FOR MOUNTING ON C Cond: 32 (BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIG TO AN INSPECTION REQUEST. Cond: 30 (BLDG.): DRAINAGE OF MECHAN FLOOR C DRAIN PER SEC. 1022 O OTHA1997SUMCr, OR BOILERS SHALL BE EQUIPPED SECTION 1004.6 OF THE 1997 IMC. CLARATIONS DE e plot hereby acknowledge that I have read this application, filled out in full the information he required, nformation and plot plan, to I y plan, and state that all the information as required is correct. I agree 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 t n applicable 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. SIGNAT WNER OR CONTRACTOR FOR HIMSELF AND OWNEF Statement TOWN OF VAIL, COLORADO Statement Number: R050000167 Amount: $78.00 02/23/200504:07 PM Payment Method: Check Notation: Hearth Exchange / ck 6868 Permit No: M05 -0020 YP T e: MECHANICAL PERMI Parcel No: 210312210006 Site Address: 1722 BUFFEHR CREEK RD VAIL Location: 1722 Buffehr Creek Road Total Fees: $78.00 Total ALL Pmts: $78.00 This Payment: $78.00 Balance: $ 0.00 ACCOUNT ITEM LIST: Current Pmts Account Code Description 60.00 MP 00100003111100 MECHANICAL PERMIT FEES 15.00 PF 00100003112300 PLAN CHECK FEES 3.00 WC 00100003112800 WILL CALL INSPECTION FEE -------------------- - - - - -- TOWN OF VAIL DEPAZZTMENT 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 #: Job Address: 1722 BUFFEHR CREEK RD VAIL Location.....: 1722 Buffehr Creek Road Parcel No...: 210312210006 Project No �--p 3 —U (-?() OWNER Scott & Claudine Brandt 04/08/2004 1200 N Lafayette St Denver, CO 80218 License: CONTRACTOR WHITE WATER PLUMBING & HEATI04 /08/2 P O BOX 4290 EAGLE, CO 81631 License: 104 -P APPLICANT WHITE WATER PLUMBING & HEATI04 /08/ P O BOX 4290 EAGLE, CO 81631 License: 104 -P Desciption: PLUMBING SYSTEM FOR NEW SFR Valuation: $35,000.00 Status ... . Applied .. Issued . . . Expires. .: PO4 -0022 ISSUED 04/08/2004 04/09/2004 10/06/2004 Phone: 303 - 864 - Phone: 970- 328 - Phone: 970- 328 - # # of Gas Appliances: of Gas Logs: ?? # of Wood Pallet: ?? ?? * *s *s *** s***** s*s*******s*s* ss * * * * * * * * * * * * * * *ss *s * * * * * *s *s* Fireplace Information: Restricted: ?? FEE SUMMARY 659.25 **s***s*s*ss*s***s**s***************"* • * * * * * * * * *s *s *s * * * *s * * * * *ss *s *s 0 00 Total Calculated Fees --> $ Plumbing --- > $525.00 Restuarant Plan Review - -> $ Additional Fees - - °> $0.00 �> Plan Check - -> $131.25 DRB Fee -- '— $0.00 Total Permit Fee--- - - - - -> $659.25 $0.0o TOTAL FEES - - - - -> $659.25 Payments------- ----'> $659.25 Investigation -> Will Call --- -> $3.00 BALANCE DUE ---- -> $o. 00 **************** * * * * * * * * * * * * * * * * * * * * *EP *ARTMENT ************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Item: 05100 BUILDING D 04/08/200 JS 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 w ith thea ion re in and co mpl e ted , t comply with all pla n, an accurate plot and state that all the information as required is correct. I agree to compl w Town ordinances and state laws, and to build this structure according to the towns thereto. zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable REQUESTS FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS rjVA � BY TELF,�I301 T 4 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. OF OWNER OR C NT CTOR FOR HIMSELF AND OWNU Statement TOWN OF VAIL. COLORADO Statement Number: R040005581 Amount: $659.25 04/09/200403:38 PM Payment Method: Check Init: DDG Notation: Whitewater P & H 11036 Permit No: PO4 -0022 YP T e: PLUMBING PERMIT Parcel No: 21031221000 Site Address: 1722 BUFFEHR CREEK RD VAIL Location: 1722 Buffehr Creek Road Total Fees: $659.25 This Payment: $659.25 Total ALL Pmts: $659.25 Balance: $0.00 ACCOUNT ITEM LIST: Current Pmts Account Code Description --------------------- _ --------- PF 00100003112300 PLAN CHECK FEES 131.25 PP 00100003111100 PLUMBING PERMIT FEES 525.00 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 ------------------------------- - - - - -- APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNi�� Project #: 09 Building Permit #: Plumbing Permit -479- (Inspections) TOWN I MIL N M R APP CAT E I V E 0 75 S. Frontage Rd ASK 0 8 2004 Vail, Colorado 81657 ng E -Mail Address: N COMPLETE VALUATION FOR PLUMBING PERMIT (Labor & Materials) '_37 PLUMBING: $ Contact E Parcel # Job Name: Assessors Office at 970 - 32 -8640 or visit for Parcel # Legal Description II Lot: - Block: 11 Filing: Owne Name: Address: - Engineer: Address: Detailed deVgjption of�work: - Other Work Class: New (� Addition ( ) Alteration ( ) Repair ( ) ( ) Type of Bldg.: Single- family X Duplex ( ) Multi- family ( ) Commercial ( ) Restaurant ( )Other ( ) No. of Existing Dwel ling Units in this building: =(of o mmo dation Units in this building: Is this a conversion from a wood burning fireplace to a EPA P hase II device? Yes ( ) No( ) Sf}CXYYY::�Xi�XY:YY�:X�CYY XYYX %X KYX::XXY�CXX� OFFICE USE ONLY -;, XJCY :�KK :FXY %YYYYX %Y XYYX YYX)C Other Fees: Date Received;:.. DRB Fees: Acce ted Planner Si n -off: v� .. Address 07/26/2002 ­„ Arrc\P1 nARPPRM DOC CONTRACTOR INFORMATION Town of Vail Reg. No.: ntactyd WHITEWATER PLUMBING & HEATING, INC. P.O. Box 4290 / Eagle, Colorado 81631 970 - 328 -3708 / FAX (970) 328 -3368 13RAN T RESIDr-NCV- MF-CHANICAII-m SU MIT AL JUNE 18,2004 /�,�iti�;�/,iai c Snow me% •naa�Wald �RQ n �lc Tf,be 7 . 5 O W ton Zrr wt3:t--60 $a� %r r5 r� � /�'1 ediu�►1 ��rss o,��?� 1 se/o us uPfi6S 6 V,91 t D i • •, it . o r d . _: � x s • u 6� C E I 1 I I K � a o, I ZI z z L g } tl e a —4 z 0 � -- z i a q F � a QQ - F 3 SmoaSX� yJaay. �f �p ��� �il tr KM. Ir Ir YI�`� �ooO�O�on „ e,adw R I a J I fxmm LLLY�[tlD'[Md! « I 1H�•DI f!O'I MM a d a • � F r - pI Vl 0. T i i nV M --♦ 6666 a n ^ d a I e I a 17 Z i O 0 m A � II I� I I$ I� HU1935H000JHU -SS 11o5N14 JJJ RS T ^ CS H01N1S NHHIHH H]110H = /t eL� H N I' I � a I., a D i Q R� C 0 0 �w a A � Hosumn—a 11. IS HUSN3S AJJIIS ]U3 Is HoSN 33 NHIIJJH HAIlUH - Is >i g i S� a� 0� � o cy 0 "° 1 °s o MO -o j B a " O -O ;� " _ x OU — o I w 0z I i d °" I o z I I I � w 00 a� U F � U O M I 01 w a 1�1 d H 3 4 � N as 3 0 Q � NMd J 3. __ a a wa � x� 00 aao w� �zw ago 3w� Fax � ¢ Q S w e W zW Q� F d U 00 a O U U w O 00 z :NM — " v�jM O /N� r C oo a ova HwC � Z 2 i � I I I a:r—idWd NOO Ali Ii1 � .N !(Il1t _ —_ - ( nor A no cr N.AS NMt NEI g N:AS'13A(a ' 1Ll I ~.• 9 x WAS 11'1W-47- �nf � MOW „^gb93A o )aw a�► 9 ro '11 x ZQ> 9 >E� z �d� C r y 6 O tl z N � � a I I I I I II II 1_ II II II I II II Q� �I I T, I � u I � e I x I 0 �o a " p ..O o .0 x U � MO ® a 06 I ° 0 x I I I I II II 1_ II II II I II II Q� �I I T, I � u I � e I x I a r o 0o in V3 O ~ N O F 0 U ° a� 0 0 0 0 00 O O O O O O O O O O O O O O N� �0000 o00000000000cq spa, w o o d d V v A - W W c a �0000000000000 C d o0 00 o kn a r. �pA ZO Cl 0 0 0 0 0 0 0 0 0 0 0 0 0 N Q �D Z F F W 0 0 U1 0 0 r" '. 0 ,.., d -t 00CN00NMN "It inrn000vl� �n �n N d N O N N .�+ N '" r 1 10 in N d O O ~ a A A M O O Cl O Cl O O O O O O o cc N C Z W F z d d o0 Cl a °moo 30 IWTI U W 040W`n w N ° o In ° ° N C\ ° In �t 01 ° o o In b -t a A O p " O r d " - O �n .� N QM d M 00 v N M N , - O I'D r W W d O Z (/n M r ° O d W ►a - COO a xN Z zFa ova H W r3 Z �n M O O d M ^+ O� N -� 0 0 0 �n E� W 'j r Y6 F� tJ U A d r M N O N 06 N A 0 a W W 00 n V -1 W A nw� r. aw�zAH a� u;a H .r� o aaWa� C �orn w En w pd apaC A p "CS W pF..,a A � ti cn U0 A W) EnMMaw� *E-4 � rAAdH �1Z- :E `7 O N A W F W a w A F 3 aFA �z�a A WQ II II II II II II II II II II 1-4Nr)- rin1or00 ao JOB NAME: BRANDT RESIDENCE SNOWMELT SYSTEM CUSTOMER: WHITEWATER P &H DATE: 6/12/04 VARIABLE SPEED INJECTION PUMP SIZING CALCULATIONS RED NUMBERS REQUIRE JOB INFORMATION INPUT T2 = MAX SYSTEM SUPPLY TEMP (RADIANT) F = MAX SYSTEM SUPPLY FLOW RATE (RADIANT) T1 = BOILER SUPPLY TEMPERATURE ATs = SYSTEM TEMPERATURE DROP (RADIANT) Tr = T2 - ATs = SYSTEM RETURN TEMP (RADIANT) DIRECT INJECTION CALCULATIONS Fv = 4.3 Fv = Fl x ATs / (Tl - Tr) Fv = MAXIMUM FLOW RATE NEEDED AT DESIGN 110 15 160 20 90 (CALCULATED) c 4_ C n. W U w ud W F- 0 Q m W H = O z 0 U W Q tv F. z lJ l m F- O O 0 r 0 N aI CO a. w N w N co w w �.. w tL a a a. - fV � 0 Q � za (1 Z _ a a J z w z Q w w O Q Q W ❑ 0 w w o N w W W N Z - 1 Z — d ❑ W w Q w W d_ W w Q� W d _ = 03 a w a. a- Z (L W W O U OJ cV F- Q aa- adQ❑wW❑ W co J U J � W z a z w O z Q 2 U OJ F- o Z W w Q F Q�Q�U❑=QQ�w F- � 3: w 2 z LL w 0 > � � w2w2zwX =❑ =❑OQwF-- > � U=Co � W0❑ wwzX ❑F- } cn ❑U m N m .- m m N m N m❑ U 2 ❑ W J w J W LL J (A ❑❑ In U) — — w 0 J w Z O W Q W wWW W W - W w�_ W W 2 �j O N�w w ww U Z W W w Jw Q 2 W J J J J J J Q O O Z O J J J(/)U)0(9< 00000007= ? (L z z Q w 0 0 0 >- >- z O a Z m m m m m m U- LL (n U) Un LL m m m m m Un U) oo U) ww J J m m w W W w W W > W W W >> > m > m J > J > > J J > J J Q J J J Q Q Q Q Q Q Q Q > >> > 0 0 > > > >> ` 1 Y Y Y N N U U U U U w W W w a T o W T 2 W 2 W W 2= W 2 2 0 2 2 2 0 0 U In U U U U U NN Jmpp 222 - F - F =2F 1 - I- -F-F- - -- F-J Z W Z W 0�������000 UU F-- F- {- W J O to S z w U Z LL U LL U U LL LL U LL LL w F - LL LL LL :D N w LL m m LL C) i LL C) w Q o 0c) m wwvvv�� °tfp❑ 0 , (o , 0 (o , , co , ��� , rn ? C) o n_ Cl a (If 0_(n� w W 0 W H_ F- 0 �����(n(n(AN — - — z (ncn �ZW W X n- aaaa a- mm-aO> a ❑mm (n Z UzZ00000000000� Z (� (� (� (A cA (D (� (� X v W v W W w F- F- z W Q Q Q LL LL LL LL LL LL LL LL LL LL LL J J m J OF- 2 W >00 J J 2 LL22000000000000OF- �(n(nZzzzzzZZZZz (twOw a » »» » »> F- WF -��QQ QtLULUWWWWW W W OYwtY���a�a aR� w 2>> C� C�C7C�C�C700.0C�O7QQ()Q()U)F -F- J U_ _ z Q W W 0 N l c� M (p 1� OO O) p F (n (n N 66 N c7 0 2 X Ummaa- b- d- a.aaaa 0 a w000QQ = 0 N aI CO a. v9T 200 Gas -lined wall- rnounted condensing boiler with modulating Matrikeompact gas burner Rated input standard heating boiler: 25 to 230 KABH%/ to 67 kW Rated input Conabi heating boiler: 25 to 91 MBIAR to 27 kW S,1 .1 6-2, VIE M Economical energy usage. Maximum operationaltliability. Minimal space requirements. The condensing boiler from Viessmann. For those wishing to heat the economical and environmentally friendly way, the condensing boiler technology from Viessmann is the right choice. With the new Viessmann Vitodens 200 gas -fired condensing boiler, fuel efficiency is increased and your heating bill is decreased. With the Vitodens 200 you witness innovative boiler technology at work: The Flue Gas Adaptation Function of the Vitodens 200 boiler, for example — unparalleled in the North American heating technology market — warrants maximum operational reliability. In addition to saving you money, this boiler also saves you space. It grates easily into any part of your living area — and even gives you the option % of turning your boiler room into a rec room, it is that compact. Quick and easy maintenance and service with the Quick Pipe Connection System with sliding couplings Simply well thought out The Vitodens 200 wall - mounted boiler, like other Vitotec products, was developed on a modular technology strategy based on one common platform — an innovative concept with clear advantages. Uniform construction and design, standardized parts, universal spare parts, easy -to- follow installation steps, that's what all Viessmann Vitotec products have in common. A key component of the Vitodens 200 design is the aqua plate with the entire water flow system integrated into the rear panel. All parts are easily accessible and removable for service. The Quick Pipe Connection System with sliding couplings on all heating and domestic hot water connections makes maintenance and service considerably easier and less time - consuming. For the heating contractor this means: Fast and easy installation, start -up and service — advantages that will pay off for the system user as well. What's more, like all Viessmann products, the Vitodens 200 is extremely environmentally friendly. With the low- emission MatriX- compact gas burner, the Vitodens 200 meets the most stringent emission regulations worldwide. MatriX- compact gas burner for extremely low emissions Simply comfortable The Vitodens 200 heating boiler is also very user - friendly: Whether it be through easy operation or through the smooth hot water production process with the integrated Domestic Hot Water Quick System, which guarantees domestic hot water instantly and at even temperatures — from the first to the last drop of hot water. For applications with a high demand for domestic hot water, a stand -alone DHW storage tank can be connected to the Vitodens 200 boiler. Choose from a comprehensive line of Vito(Wil DHW tanks (from 42 to 120 USG / 160 to 450 liters). Simply versatile On the following pages you will find out how the Vitodens 200 operates, why you should choose the Vitodens 200, and much more. For additional information on the Vitodens 200 boiler, please contact the Viessmann offices in Canada or the U.S.A. High - quality condensation: The VITODENS 200 1 , s ___ With the Vitodens 200 you are choosing an affordable, high - quality stainless steel condensing boiler, featuring the latest innovations of condensing boiler technology. In terms of energy usage, for example, the Vitodens 200 is uncompromising; Thanks to the innovative condensing technology of the boiler with modulating MatriX- compact gas burner and the especially developed Inox - Radial heat exchanger surface, made of stainless steel, the Vitodens 200 reaches an Annual Fuel Utilization Efficiency (A.F.U.E.) of up to 94.2 %. The Vitodens 200 boiler is CSA certified for Canada and USA and ^ onstructed in compliance with C .VIE code requirements. The Inox - Radial heat exchanger of th0boiler is marked with an ASME /NB rating plate. High efficiency The Inox - Radial heat exchanger surface sets a benchmark in modern heating technology. Its radial design not only allows for large heat exchanger surfaces in a compact format, but also for extremely efficient operation due to the laminar heat transfer principle. The smooth high -alloy stainless steel surface as well as the vertical flow of flue gas and flue gas condensate enhance the self - cleaning effect of the heat exchanger — which in turn increases ` tenth operational reliability and vice life. Reduced emissions When it comes to environmental friendliness the Vitodens 200 does not compromise. The integrated modulating MatriX- compact gas burner makes it all possible — minimal emission levels even at maximum heating output, meeting the most stringent requirements worldwide. How is this achieved? The Flue Gas Adaptation Function of the boiler allows the burner to adjust automatically to varying conditions in the vent system, to line voltage fluctuations and to different altitude levels — saving energy, improving operating efficiency and simplifying start -up. The benefits at a glance: • Gas -fired condensing boiler Standard heating boiler: 25 to 230 MBH /7 to 67 kW. Combi heating boiler with DHW production: 25 to 91 MBH/7 to 27 kW. • A.F.U.E.: up to 94.2 %. • The Combi heating boiler with integrated stainless steel plate heat exchanger (integrated DHW Quick System) and comfort control produces domestic hot water instantly, efficiently, and at even temperatures. • One version for all altitude levels (0 — 10 000 ft. /0 — 3048 m). w,-n � { •r� • The modulating MatriX- compact gas burner offers extremely low emissions. With NOx : 8.9 ppm (air - free), CO: 5.5 ppm (air free), the Vitodens 200 meets California regulations and the specifications of the Canadian Council of Ministers of the Environment (CCME). • Self- calibrating flue gas adaptation: no adjustments are necessary due to automatic adaptation to the flue gas pressure drop under varying operating conditions or line voltage fluctuations. • Maximum allowable working pressure: 45 psig. • Comfortrol control unit for weather - responsive operation with integrated diagnostic system and new control functions. • Inox- Radial heat exchanger surfaces made of high -alloy stainless steel (SA240 316 TO — for increased operational reliability, a long service life and high heating output with minimum space requirements. Inox - Radial heat exchanger constructed in compliance with CSA B51 and ASME Section IV. • Easy to install, maintain and service thanks to the uniform platform strategy based on the building block principle with plug -in connection system. • Compact, with minimum space requirements, zero clearance to combustibles on all sides. MatriX- compact gas burner` t Inox - Radial heat +Hilllllplllli^! : ! exchanger surface dg� L4 Comfortrol control unit with integrated a I' diagnostic system DHW plate heat exchanger Vitodens 200, WB2 -44/60 �S rc if Model No. WB2 6 -24C 6 -24 8 -32 , 11 -44 15 -60 Rated input range 21 540 540 23 Natural gas MBH 25 -91 25 -91 37 -124 55 -172 80 -230 406 kW 7 -27 7 -27 11 -36 16 -50 23 -67 Liquid propane MBH 25 -81 25 -81 37 -112 55 -155 80 -214 inches kW 7 -24 7 -24 11 -33 16 -45 23 -63 Overall dimensions 21 540 540 23 Depth inches 16 16 16 900 mm 406 406 406 Width inches 19 19 19 MM 500 500 500 Height inches 35 35 35 mm 900 900 900 21 21 540 540 23 23 600 600 35 35 900 900 Weight (incl. insulation► Ibs 159 143 165 198 198 kg 72 65 75 9 0 90 Vitodens 200, WB2 -24/32 El TECHNICAL DATA a P- UP 43- 64FC /MR 28 I VOLTS AMPS WATTS HP CAPACITOR UP43- 64FC /MR 1 115 1.7 180 1112 8mF /180V 5 3/16 4 3/4 3 1/2 3 7/16 Flange — 2) 1/2" Dia. Bolt Holes 14 24 20 16 (D - - -- 12 a 4 0 0 4 8 12 16 20 24 28 32 36 40 Flow Rate (GPM) UP 43- 64FC /MR Closed Systems, 60 Hz { 1 Flow range: 0 - 34 U.S. GPM Head range: 0 - 23 FEET Motors: 2 Pole, Single Phase Maximum fluid temperature: 195 °F (91 °C) Maximum working pressure: 145 PSI MODEL I VOLTS AMPS WATTS HP CAPACITOR UP43- 64FC /MR 1 115 1.7 180 1112 8mF /180V I A _ I E rT Q t F Model Type A B C D E F Connection Type and Size Shipping Wt- Lb!. UP43 - 64FC /MR 8 112 6 11/16 5 3/16 4 3/4 3 1/2 3 7/16 Flange — 2) 1/2" Dia. Bolt Holes 14 GRUNDFOS SERIES UP t TECHNICAL DATA GRUNDFOS SERIES UP Flow range: Head range: Motors: Maximum fluid temperature: Min. fluid temperature: Maximum working pressure 0 - 17.5 U.S. GPM 0 - 19 FEET 2 Pole, Single Phase 230 °F (110 °C) 36 °F (2 °C) 145 PSI UPS15- 58FC /FRC' AMPS WATTS HP CAPACITOR 115V S d. 3 0.75 87 1/25 10mF /180V S d. 2 0.66 80 1/25 10mF /180V S d. 1 0.55 60 1/25 10mF /180V i Model Tylp e A B C D E F Connection Type and Size Shipping Wt. Lbs. UPS 1 5-58FC/FRC 6 112 5 1/4 4 4 3/16 3 1/4 3 5/32 Flange — 2 1/2" Dia. Bolt Holes 7 1/4 P , 4 P C -7 1 P- 6 , P- /0 UPS 15- 58FC /FRC SUPERBRUTE TECHNICAL DATA P � Eli ( UP 26 -99F H [V 30 25 1 GRUNDFOS SERIES UP P01 15 10 5 0 5 10 15 20 25 30 35 40 Q [US GPM] UP 26 -99F Closed Systems, 60 Hz Flow range: 0 - 34 U.S. GPM Head range: 0 - 32 FEET Motors: 2 Pole, Single Phase Maximum fluid temperature: 230 °F (110 °C) Min. fluid temperature: 36 °F (2 °C) Maximum working pressure: 145 PSI MODEL VOLTS AMPS WATTS HP CAPACITOR UP26 -99F 115 2.15 245 116 10mF /180V 230 1.07 245 1/6 2.5mF /380V e A I E fifi l l- I i I F JJJ Model T e A B C D E F Connection T e and Size ; Shipping t. Lbs. UP26 -99F 6 1/2 6 3/8 5 1/16 4 1/8 3 1/2 3 5/32 Flan e — 2 1/2" Dia. Bolt Holes 12 1/2 N ._ TECHNICAL DATA i I GRUNDFOS SERIES UP UP 15- 10BUCS /7 12 (ft) a. UP 15- 10BUC5 b. UP 15- 10BUC7 10 Open Systems, 60 Hz 8 6 4 2 0 0 2 4 6 8 10 12 Q (US GPM) Flow range: 0 - 9 U.S. GPM Head range: 0 - 6 FEET Motors: 2 Pole, Single Phase Maximum fluid temperature: 230 °F (110 °C) Min. fluid temperature: 36 °F (2 °C) Maximum working pressure: 145 PSI MODEL I VOLTS AMPS I WATTS HP ICAPACITOR UP15- 10BUC5 /BUC7 115 0.22 1 25 1/25 1 2mF /400V B A t"d -- . A E D i F Model Type A B C D E F Connection Type and Size Shipping Wt. (Lbs.) UP15- 10BUC5 6 1/2 5 1/4 4 3 1/5 3 1/4 Sweat 112" 7.251bs. UP15- 10BUC7 7 3/4 51/4 4 33/4 3 1/4 Sweat 3/4" 8 Ibs. UP15- 10BUC5 /LC & TLC 6 1/2 6 3/4 5 1/2 3 3116 3 114 4 Sweat 112" 7.7 UP15- 10BUC7 /LC & TLC 7 3/4 6 3/4 5 112 3 3/4 3 1/4 4 Sweat 3/4" 8.5 Stainless Steel Hemet Exchanger M For Swimming Pool & Spa The Triangle Tube Maxi -Flo heat exchanger, when combined with any boiler, makes for an ideal heating system - for swimming pool, spa and hot tub applications. Available in 5 sizes, ranging from 95,000 to 400,000 BTU /hr ther- mal output, they are designed for an average temperature difference of HOT between the boiler water and the pool /spa. Tflanqlebbe[lhose HOT WATER SPECIALISTS Thermal Output Maxi -Flo Heat Exchangers VIF -80" I 95,000 6 3.8 40 0.3 2 MF -135 I 135,000 6.6 1 55 2.7 3.2 MF -200 200,000 8 1.7 65 4.5 4.8 MF -260 260,000 9.4 2.3 80 6 6.4 MF -400I 400,000 13 6 95 8 11.8 `The AIF -80 repluc•es the MF -1000 Standard Features Constructed of high quality corrosion resistant stainless steel (AIS1316) Rolled formed to shape and then precision welded Specially designed built in flow rest•ictor to assure maximum heat exchange Designed to minimize pressure loss in the heating system Leak tested to assure that they are totally f inctionable Compact in size and require a minimum installation space - light weight Significant energy savings Aviulable for all types of swinuiiing pools, spas and hot tubs Equipped with stainless steel holding brackets MF -80 Dimensions All bracket holes 1/4" I.D. G — cl� t_- ._. MF -135 5 1/2" 5 1/8" 1" 1/4" 13 1/2" 11" 3" 1 1/2" 4" 3 1/2" 8 MF -200 5 1/2" 5 1/8" 1" 1/4" 18 3/4" 16" 3" 1 1/2" 9" 3 1/2" I I MF -260 5 1/2" 5 1/8" 1" 1/4" 23 3/4" 21 1/4" 3" 1 1/2" 14" 3 1/2" 14 MF -400 5 1/2" 5 1/8" 1" 1/4" 41 3/4" 39 3/8" 3 1/2" 2" 31 1/2" 4" 24 MF -80 (See below) 6 ,- MF Model Nl.txinunn working temperature 230 °F Maximum working pressure: I Primary (I" Comm.) 140 psi j Secondary (1 1/2 ") o� : t_. 13I/ 11 I' —J Maxi -Fio Cut -Away ...I f i 'i� e SX Seri TYPE OF RADIATION AND PIPING SYSTEM ( fully adjustable TYPE • maximum working pressure: 125 prig factor re -char ed to 12 sI Y p 9 P .g • maximum operating eratinE tem erature: 240 °F maxi p J P x yrt SX Series Specifications Rudiolors Nei Finned Tube v « -_ Model Tank Max. Accept. A B System Shipping n , d Number Volume Volume Height Diameter Conn. Weight _....___ Baseboard or Gallons Gallons Inches Inches NPTF lbs. k • :' . ' - I SX -30V 14 11.5 23 15% 1 25 - - - in 1000 SX-40V .20 11.5 31 15% 1 33 of SX -60V 32 11.5 46 A 15% 1 43 SX-90V 44 34.0 36 22 I'/, 69 Syslem SX -110V 62 34.0 46'/, 22 1' /, 92 SX -160V 86 46.0 47 • 26 1' /, 123 SX s.,«.. E,n,or SX Series Sizing and Selection Data Ihese ie(mnmoudolmus are (ol(ulated on average bullet water vola nes and the average water volumes of (unenlly popular types of radiation and piping systei N essdie me used. Fat butler sizes of operating (mrdilulls other Ikon above, refer to page 8, of (onsull our (uslomer service department for ie(onanendalions. BOILER TYPE OF RADIATION AND PIPING SYSTEM BOILER TYPE OF RADIATION AND PIPING SYSTEM Nei Finned tube (onvedors Radiators Rudiolors Nei Finned Tube (onvedors Radiators Radiators Output Baseboard or or or (asl Iron Output Baseboard or or or (asi Iran in 1000's Radiant Ronels Unit Healers will) One Pipe will) Series Loop in 1000 Radiant Panels Unit Healers with One Pipe will) Series loop of Willi Series loop with One Pipe Syslem System of will) Series Loop Willi One Pipe System Syslem Ulu Syslem Syslem BTU System Syslem MOH Use Use Use Use MBH Use Use Use use Model Model Model Model Model Model Model Model 200 SX- 30V SX- 30V SX- 30V SX- 30V 750 SX-60V SX -60V SX -90V SX -I I OV 2SO SX- 30V S& 30V SX- 30V SX- 40V 800 SX 60V SX-90V SX-90V SX -1 I OV 300 SX- 30V SX- 30V SX- 40V SX- 40V 850 SX -60V SX-90V SX 90V SX I I OV 350 SX -30V SX -30V SX -40V SX -60V 900 SX -60V SX -90V SX -110V SX -110V 400 SX -30V SX-40V SX -60V SX-60V 950 SX -90V SX -90V SX -110V SX-IIOV 450 SX -40V SX -60V SX -90V SX-90V 1000 SX-90V SX -90V SX-110V SX -IIOV 50O SX -40V SX -40V SX 60V SX -90V 1100 SX -90V SX -90V SX -I IOV SX -160V 550 SX -40V SX -60V SX -60V SX 90V 1200 SX -90V SX -90V SX I lOV SX -16OV 600 SX-40V SX-60V SX-90V SX-90V 1300 SX-90V SX-IIOV SX -160V SX -160V 650 SX-60V SX -60V SX -90V SX-9OV 1400 SX-1 IOV SX-1 IOV SX -160V SX 160V 70 0 SX -60V SX -60V SX -90V SX-90V 1500 1 SX-110V I SX-IIOV SX -160V (2)SX -IIOV nc 16 iodudiv nnemtinn dnadmds of 12 min fill oreu(ne and 30 osm iehe Typical Installation of Commercial Models WAIfR SUPPLY - - -- PRESSURE srsftM I RLOU(ING star Off SUPPIY � AIR VALVE WPM PREVEIIIER VALVE SEPARATOR flow(lif(K (IR(ULATOR YSltfd VALVE REI ORII SIIUT OFF SYSIEM� VALVE PURGE T im C f i 6 EXIROL I ' BOILER EXPAN slot, IANR 4M teltmar Boiler] DHW Controls Control Functions type 256 260 261 262 264 268 265 269 Boiler Operation N umber of Stages 1 1 2 2 4 Boiler Differential A/M A /M A/M A/M A/M Boiler Minimum Supply M M M M M Boiler Outdoor Reset A Minimum On Time . Boiler Post Purge PID Staging :G F F M A/M Characterized Heating Curve - Soft Start Equal Run Time Rotation Starting Water Temperature Fire Delay F M M M M Fixed Last Warm Weather Shut Down (WWSD) Fixed Lead Water Temperature.. Boost '' M..,...� tea; _ ...., , . A A/M Heating Curve • Heating Curve Shift ':'M '.: A/M M .,: > A/M M 1, Indoor Temperature Feedback 3 1 A/M A/M Interstage Delay M M A A Lo / Hi Fire Boiler Rotation M F Lockout Differential M A/M A A Minimum On Time PID Staging :G Reset Ratio Soft Start Starting Water Temperature -Steam Established Warm Weather Shut Down (WWSD) Water Temperature.. Boost '' M..,...� tea; _ ...., , . A A/M Modulation Operation 0 - 20 mA or 4 - 20 mA Outputs Minimum and Maximum Modulation Settings Parallel or Sequential Modulation Domestic Hot Water (DHW) Operation DHW Boiler Reset Override • • DHW Condensing Boiler DHW External Demand - • DHW Internal Demand (Sensor) DHW Post Purge _ DHW Priority • DHW Setback Setpoint Operation Setpoint Boiler Reset Override Setpoint Priority . • Protection py >z';.. Pump Exercising _ _ ::., _ ._ • Setback Timer, 7 Day Water Temperature Boost (Indoor Feedback) Water Temperature Setback Zone Temperature Setback _ Display Temperature Display . Usage Display Other �x 4.,: 120 or 240 V (ac) Rated Relay Outputs • Auto Test .,. a }fiF;.. • • CSA C US Approved .t�. „" Error Messages Function Indicators Locking Cover Option • • Plug In System -- 0 .,. 0 A • 9 3 1 A/M A/M • .• M M M AN A/M M F M M A/M A A A , = Automatic Adjustment F = Fixed M = Manual 1 J 11 of 40 0 2003 (mar 1 000 - 10 /03 • • .• M M M , = Automatic Adjustment F = Fixed M = Manual 1 J 11 of 40 0 2003 (mar 1 000 - 10 /03 Boiler Control 261 Two Stage Boiler & Setpoint Literature Control Packaged weight Dimensions Approvals / Ambient conditions l Power supply Relays Demands Sensors included Optional devices — D 261, A 261's, D 001, D 070 — Microprocessor PID control; This Is not a safely (Ilmlt) control. — 3.0 lb. (1340 g), Enclosure A, blue PVC plastic — 6 -5/8" H x 7 -9116" W x 2- 13/16" D (170 x 193 x 72 mm) — CSA C US, meets ICES & FCC regulations for EMI /RFI. — Indoor use only, 32 to 113 °F (0 to 45 °C), < 90% RH non - condensing — 120 V ±10% 50/60 Hz 1300 VA — 240 V (ac) 10 A 1/3 hp, pilot duty 240 VA — 20 to 260 V (ac) 2 VA — NTC thermislor, 10 kit @ 77 °F (25 °C ±0.2 °C) ff =3892 Outdoor Sensor 070 and Universal Sensor 071 — lekmar type #: 031, 032 Control Description The Boiler Control 261 is a microprocessor -based two stage boiler control designed to regulate the supply water temperature frorn a single two stage boiler or two single stage boilers based on either outdoor air temperature or a Setpoint demand. The 261 can stage and rotate two single fire boilers or it can stage a single Lo /Hi fire boiler. The 261 also operates the system pump. For a list of Control Functions see page 11. Applications (A's) A 261 -1 Two one stage boilers with outdoor reset and multiple zones controlled by thermostatic radiator valves (TRV). A 261 -2 Two one stage boilers with outdoor reset and multiple zones controlled by thermostats and zone pumps. A 261 -3 Two one stage boilers with outdoor reset supplying heat to a hydronic heating system. A'pool or spa controlled by a Setpoint Control 150 through a heat exchanger. Boiler Control 262 Two Stage Boiler DHW/ Two Stage Literature — D 262, A 262's, D 001, D 070, E 003, U 262 Control — Microprocessor PID control; is Is not a safety (Ilmit) c trot. °ww.IVM B+nd.,N Nt u.nr,wtn. Dimensions — 6- 518" H x 7- 9116" W x 2- 13116" 170 x 193 x 72 mm) ❑ ❑❑ ❑ --- Item A Y Test �'�" °..",....,..,...m Power supply C J tekmar — 240 V (ac) 10 A 1/3 hp, pilot duty 240 A Boller Control 261 M.+ :+•:K.i. T"v J"e eels A $°I,t,Y" �. ",• ' n 9 1� �2 5 6 �- ° :�. ' r",'t a'x Control Description The Boiler Control 261 is a microprocessor -based two stage boiler control designed to regulate the supply water temperature frorn a single two stage boiler or two single stage boilers based on either outdoor air temperature or a Setpoint demand. The 261 can stage and rotate two single fire boilers or it can stage a single Lo /Hi fire boiler. The 261 also operates the system pump. For a list of Control Functions see page 11. Applications (A's) A 261 -1 Two one stage boilers with outdoor reset and multiple zones controlled by thermostatic radiator valves (TRV). A 261 -2 Two one stage boilers with outdoor reset and multiple zones controlled by thermostats and zone pumps. A 261 -3 Two one stage boilers with outdoor reset supplying heat to a hydronic heating system. A'pool or spa controlled by a Setpoint Control 150 through a heat exchanger. Boiler Control 262 Two Stage Boiler DHW/ Two Stage Literature — D 262, A 262's, D 001, D 070, E 003, U 262 Control — Microprocessor PID control; is Is not a safety (Ilmit) c trot. Packaged weight — 4 lb. (1810 g), Enclosure A, blu PVC plastic Dimensions — 6- 518" H x 7- 9116" W x 2- 13116" 170 x 193 x 72 mm) Approvals — CSA C US, meets ICES &FCC re ulalions for EMIlRFI Ambient conditions — Indoor use only, 32 to 122oF (0 to °C), < 95 % RH n - condensing Power supply — 120 V ±10 % 50 /60 Hz 1300 VA Relays — 240 V (ac) 10 A 1/3 hp, pilot duty 240 A Demands — 20 to 260 V (ac) 2 VA Sensors included — NTC thermislor, 10 W @ 77'F (25'C t 2 °C) 0= 892 Outdoor Sensor 070 and Universal Sens 071. Optional devices — lekmar type #: 031, 032, 040, 062, 063, 071 072 73, 076, 078, 079, 077, 367, 368, 369 Pot l 5UP IE 5' a•6r - 6 00 O O Menu Item A Y tekmar' Bailer Control 262 Tesf C) . Control Description The Boiler Control 262 is a mic processor- sed boiler outdoor reset control that has two modes of operation. Mode 1 operates as two stage boiler and DHW, and mode 2 op rates as two b \Fnctions rs or LolHi fire boiler for DHW applications. A lekmar Indoor Sensor, Digital A t RTU, or Zone Control can be connected to provide in oor temperatureedback from single or multiple zones. An optional Remote Display Module 040 and Df IW indirect sensor can also be added. F a list of Control see page 11. Applications (A's) A 262 -1 Thermostat controlled zone valves wi pool or spa setpoint ope lion and DHW priority generation and boiler outdoor reset. A 262 -2 Zones controlled by thermostatic ra ator valves (TRV) with boiler utdoor reset of two boilers. A 262 -3 Thermostat controlled zone pump ith DHW priority generation and boiler outdoor reset of two boilers. 13 of 40 n 2003 tektrealr' 1 000 - 10/03 tekma 7 e Heating controls Stand ,Alon Control Functions type 356 360 361 362 363 364 365 374 Boiler Operation �...._ .....,.... A/M A/M ,t :::, A/M A/M A/M A/M A/M Boiler Differential Boiler Enable r • u >.`,: • .._ Boiler Load Reset Boiler Minimum S.0 I ' {..� �._.3::,.w ._ M .a...._ ::M, ... • M : m.. M ..:.., M M M M Boiler Outdoor Reset Characterized Heating Gurve _. ...: r..::___� • A/M A/M AN Heating Curve Shift A/M A/M A/M AN Reset Ratio Warm Weather Shut Down (WWSD) • • Domestic Hot Water (DHW) Operation DHW Boiler Reset Override ' DHW External Demand _.._ ..- -. ...:.. .. _.:.::.:. .:.:... • _ • DHW Internal Demand (Sensor) DHW Mixing Purge... b ; w� ..::, a...�K ; }. . . , ...:. • DHW Post Purge DHW Priority z...k.. ky_... • DHW Priority Override • DHW .Setback > .. Mixing Operation Characterized Heating Curve Floating Action Output • Heating Curve A/M A/M A/M A/M A/M A/M A/M Heating Curve Shift M Indoor Temperature. Feedback.. ?�' :..,..... • _ • Mixing Outdoor Reset ' • Mixing Setpoint ....... Modulating Output (4 -20 mA) Reset Ratio Variable Speed Output ' Setback Water Temperature Boost (Indoor Feedback) Water Tem erature;Setback -� Display Temperature Display s•, ' . ,�. • Protection Boiler Load Reduction j Boiler Minimum Return ' System Maximum Supply ..: ;:> �t t� :. _. • Pump Exercising ' Integrated Exercising - - Other 120 or 24Q )l (ac) Reted • Auto Test ' CSA C US or CS A pRroyed; :_ r..., >' «.a�: 'a` �., • • Error Messages ' Function Indicators • : A , i S .Aat1xbF..... Y� ��aYktm • Locking Cover Option Plug In System ( Automatic Adjustment F = Fixed M = Manual if; of An 0 k C7 w O � m d w z w w no W � H D a q C7 Q m z� /// 3 / C M 0 � NE�0O vz 4, 0 w� Hd w` 0 .4 '' c � - p w pgq 3 � ca xFo F P W 04 `" O o V W H w w3v �4 z Q n p44 E 5'E CA zw00 -10 a 1 % 1: H�UU OW p w A O w d z o "4 >4 z z zU a p d w�� w, z U Vn w D � F � o � a s z � Q � o s Q I J r O O w a w O z O° o o T A 3 a00 w�- tCaamw -� ov w0 rn v' w`'w nC�Ars.re A C-J w a w z a�D w T O mce w r p:wF�- OOOOOOw o 2•? -1 V a �m wW ,,wa w a z x t-� � E v Z ` c C" F" w Z w F s s w Gr w zoAAAAA - W 9 c P- F F- EF F F F F F CL r O O MCd w w �- O U U O ooF� t i i `A W W F� = w _ U - U r. 04 t LA c a a [ w o w ,� o a o a o_ v w _ 0. J U U U O ooF� t i i `A W W F� = w _ U - U r. 04 t LA c a a a w a � F 7 -. w x F d r1 N V _ ' w r E , a f w d s o o _ a 0 a� v> m a 0. J U V -- f� ° mm ° ��m33o �A a w a � F 7 -. w x F d r1 N V _ ' w r E , a f w d s o o _ a 0 a� v> m a Mixing Control 356 Variable Speed Literature — D 356, A 356 D 001, D 070,E 021 Control — Microprocessor D control; This is not a safety (limit) control. Packaged weight — 1.5 lb. (670 g), En ure C, white PVC plastic Dimensions — 4 -3/4" H x 2 -7/8" W x 8" D (120 x 74 x 22 mm) Approvals — CSA C US, meets ICES FCC regulations for EMI /RFI Ambient conditions — Indoor use only, 32 to 104 (0 to 40 °C), < 90% RH non -co ensing Power supply — 24 V 110% 50/60 Hz 3 VA Var. Pump — 120 V (ac) 2.4 A 1/6 hp, fuse TA 250 V 240 Relays — 120 V (ac) 5 A 116 hp, pilot duty VA Mixing demand — 24 V (ac) 2 VA Sensors included — NTC lhermislor, 10 kit 77 °F (25 °C ± °C) 0 =3892 Outdoor Sensor 070 and 2 of Universa' ensor 07 rl❑ ❑ ❑ tekmar' p 1 ! ..­_ Hh�IM 1 2 3 4 —r 5 6 7 8,9 I `N Control Description The Mix IadR ontrol 356 is a mic processor -b ed outdoor reset control designed to operate a permanent capacitor, impedance protected or equivaump at varying sp ds. The 356 als rovides for boiler minimum protection and boiler operation. For a list of Control Functions see page 16. Applications (A's) A 356-1 One stage boiler wit Load Re et. A variable speed injection pu providing a mixed supply temperature with outdoor reset to thermostat controlled e valves. A 356 -2 One stage boiler with er Load Fj set. A variable speed injection pump provt ' g a mixed supply temperature with outdoor reset to zones controlled by thermoand zon valves. Indirect DHW tank controlled by an a 'tat and a zone pump. A 356 -3 One stage boiler with er Loa Reset. A variable speed injection pump providing mixe d supply temperature with outdoor reset to zones controlled by thermoand ne valves. Indirect DHW tank controlled by an aquast and a zone valve. A 356 4 One stage boiler with r a able. Two variable speed injection pumps providing two mi d supply temperatures with outdoor reset to zones controlled by thermod zone valves. A 356 -6 One stage boiler witoor reset and multiple zones controlled by thermostats and zo valves. Indirect DHW tank controlled by an aquastat and a zone p. A variable speed injection pump providing a mixed supply tempera re with outdoor reset to zones controlled by and zon ves. Mixing Control 360 Floating Action Literature — D 360, A 360's, D 001, D 070, E 021 Control — Microprocessor PID control; This is not a safety (limit) control Pa&aged weight — 3.1 lb. (1420 g), Enclosure A, blue PVC plastic -- - - -_ Dimensions — 6 -5/8" H x 7 -9/16" W x 2- 13/16" D (170 x 193 x 72 mm) Approvals — CSA C US, meets ICES & FCC regulations for EMI /RFI Ambient conditions — Indoor use only, 32 to 102 °F (0 to 39 °C), < 90% RH non - condensing «. Io myr^ w-, "".o Power supply — 120 V ±10% 50/60 Hz 1300 VA --- Floating Output — 24 V (ac) 0.34 A 8 VA Relays — 240 V (ac) 10 A 1/3 hp, pilot duty 240 VA Demand — 20 to 260 V (ac) 2 VA ❑ ❑ ❑ ❑ Sensors included — NTC lhermistor, 10 kit @ 77 °F (25 °C ±0.2 °C) B =3892 am A r rest w . –• Outdoor Sensor 070 and 2 of Universal Sensor 071 «F::_1 Optional devices — tekmar type #: 031, 032, 076, 077 MIA .9 CanlFai 360 „J, a•M Flraarq ALUOn«^+ o.w, .,,..n vl•ray. Control Description The Mixing Control 360 is a microprocessor -based outdoor reset control designed to operate a 24 V (ac) floating action 2, 3, or 4 -way valve. The 360 also provides for boiler minimum protection, system pump operation, and boiler operation. As well, a tekmar indoor sensor can be connected to the control to provide indoor temperature feedback. For a list of Control Functions see page 16. Applications (A's) A 360 -1 One stage boiler with Boiler Load Reset. A 4 -way mixing valve providing a mixed supply temperature with outdoor reset to zones controlled by thermostats and zone valves. A 360 -2 One stage boiler with Boiler Load Reset. A 2 -way mixing valve providing a mixed supply temperature with outdoor reset to zones controlled by thermostats and zone valves. A 360 -3 One stage boiler with Boiler Load Reset, A 4 -way mixing valve providing a mixed supply temperattre with outdoor reset to zones rnnlrnllnd by thermostats and zone pumps. Indirect DHW tank controlled by an aquastat and a zone pump. A 360 -4 One stage boiler with Boiler Load Reset. A 3 -way mixing valve providing a mixed supply temperature with outdoor reset to zones controlled by thermostats and zone valves. Indirect DHW tank controlled by an aquastat and a zone pump. A 360 -5 One stage boiler with Boiler Load Reset. A 2 -way injection valve providing a mixed supply temperature with outdoor reset to zones controlled by thermostats and zone valves. Indirect DHW tank controlled by an aquastat and zone pump. A 360 -6 Two one stage boilers with outdoor reset and multiple zones controlled by thermostats and zone pumps. A 4 -way mixing valve providing a mixed supply temperature with outdoor reset to zones controlled by thermostats and zone pumps. 17 „r nn n ^nn3 tekmar' 1 000 - 10'n'' W RADIANT , L O . * COMFORT jajNG llllllllll mrsbo Motorized Three -way Floating Action IVlixing Valves Three -way Floating Action Valves feature floating action motor operation, and are used with the proMIX 101 or SYSTEMpro 311. Part 1, Part lescription A3130750 3/4 "Three -way Floating Action Mixing Valve (Cv 4.7) A3131000 1" Three -way Floating Action Mixing Valve (Cv 10) A3131250 1 1/4" Three -way Floating Action Mixing Valve (Cv 19) A3131500 1 1/2" Three -way Floating Action Mixing Valve (Cv 29) 1 4 a 14 r 1 A 9 N tekm Controls { s Snow melting can be an expensive operation; however, proper energy saving controls can help reduce the operating costs. Safety is another consideration in snow melt system design. Most snow melt systems are designed to provide snow and ice free surfaces for the safety of pedes- trian or vehicular traffic. Operational Functions • Automatic snow /ice detection. • Outdoor reset to compensate for sudden outdoor temperature changes before the slab surface freezes. • Idling for faster pickup times. These systems also require a control strat- egy that prevents damage to the slab and equipment. Energy Saving Functions • Automatic snow /ice detection • Warm Weather Cut Off • Cold Weather Cut Off • Accurate slab temperature control • Slab Outdoor Reset Hydronic Snow Melting System Protection Functions • Slab thermal shock protection. • Maximum Supply temperature limit for tubing protection. • Boiler shock protection. • Prevention of boiler flue gas condensation. • Viscosity compensation for faster lab pickup times. Control Functions type Mode 2 650 664 665 667 Snow Melting Operation Cold Weather Cut Off M M M M M Minimum Melting Time M M M M M .- On Time M M A/M A/M A/M Remote Enable • Slab Outdoor Reset ' Snow/ Ice Detection ' Idling Setpoint M M M M M Melting Setpoint M M M M M Viscosity Compensation ' Warm Weather Cut Off A A A A A Water Detection Sensitivity A/M A/M A/M Number of Zones 1 - 2 Zone Priority • Mixing Operation Floating Action Output • • Modulating Output (4 -20 mA) • Pulse Width Modulation • ' Variable Speed Output „ , • . _ ' System Protection Boiler Minimum Return .. G `, ...... ,`' ... M M M Exercise • Integrated Exercising • Maximum System Supply M M M Maximum System AT `�,:. M .' M M Display Temperature Display • Usage Display • Other Alarm Output tN2 tN2 tN2 tN2 Auto Test • ( Error Messages • `�- Function Indicators ` • • Locking Cover • Plug In System A = Automatic Adjustment F = Fixed M = Manual � i�mT�fi�rr�r�m 0, Snow Detector & Melting Control 667 Variable Speed Injection - Literalure — D 667, A 667's, D 001, D 070, E 021, U 667 Microprocessor PID control; This is not a safety (limit) control. Control Packaged weight — — 3.1 lb. (1400 g), Enclosure A, blue PVC plastic Dimensions — 6 -5/8" H x 7- 9/16" W x 2- 13/16" D (170 x 193 x 72 mm) Approvals — CSA C US, meets ICES & FCC regulations for EMI /RFI Ambient conditions — Indoor use only, 32 to 104 °F (0 to 40 °C), < 90% RH non - condensing Power Supply — 115 V ±10°/ 50/60 Hz 600 VA Relays — 230 V (ac) 5 A 1/3 hp, pilot duty 240 VA Variable Pump — 230 V (ac) 2.4 A 1/6 hp, fuse T2.5 A 250 V Demand — 20 to 260 V (ac) 2 VA Sensors included — NTC lhermislor, 10 kil @ 77 °F (25 °C t0.2 °C) 8 =3892 Outdoor Sensor 070 and 3 of Universal Sensor 071 Optional devices — tekmar Type H: 039, 040, 072, 073, 090, 091 Control Description The Snow Detector & Melting Control 667, when combined with the tekmar Snow /Ice Sensor 090, provides automatic snow /ice detection. The 667 operates a variable speed injection pump to provide several protection and control features including: Maximum System delta T, to prevent slab thermal shock, Boiler Minimum protection to prevent boiler shock or flue gas condensation. For a list of Control Functions see page 25. Applications (A's) A 667 -1 Flydronic snow melting system operated through a variable speed injection pump, plus a Snow /Ice Sensor 090. A 667 -2 Hydronic snow melting system operated through a variable speed injection pump, plus a Snow /Ice Sensor 090. Multiple boilers operated by a staging control. A 667 -3 A two zone hydronic snow melting system with automatic detection. Boiler protection and temperature control provided by a variable speed injection pump. Multiple boilers operated by a staging control. Remote Start / Stop M 1 039 LRB iRG' — D 039 Packaged weight — 0.22 lb. ( 0 g , nclosure G, white PVC plastic t �5 — 2 -718" H 2 -7/8" 13/16" D (73 x 73 x 21 mm) Approvals re O . Starr slop F — Indo use only, 32 to 1 °F (0 to 50 °C), < 90% RH non- condensing Power supply 00 Menu Ilene A Y -wJ tekmar' SP W:t: Snow Detector & Melling Conuul 667 .{ 2. 1 ], 1, B, B,1,B,9,IU, 11,12,I�, i1 nIS,lBtl)IIBl1e,20I r;= I -1, Control Description The Snow Detector & Melting Control 667, when combined with the tekmar Snow /Ice Sensor 090, provides automatic snow /ice detection. The 667 operates a variable speed injection pump to provide several protection and control features including: Maximum System delta T, to prevent slab thermal shock, Boiler Minimum protection to prevent boiler shock or flue gas condensation. For a list of Control Functions see page 25. Applications (A's) A 667 -1 Flydronic snow melting system operated through a variable speed injection pump, plus a Snow /Ice Sensor 090. A 667 -2 Hydronic snow melting system operated through a variable speed injection pump, plus a Snow /Ice Sensor 090. Multiple boilers operated by a staging control. A 667 -3 A two zone hydronic snow melting system with automatic detection. Boiler protection and temperature control provided by a variable speed injection pump. Multiple boilers operated by a staging control. Snow Melt Kit ( Literature Packaged weight Dimensions (M1008) Approvals Ambient conditions Power supply Sensors included Run Time MK) 092 D 039, D — .75 lb. (: — 18" H — C C — Indo — tekm — nrm. P. i — o.9 to 18 D 079 g), Enclosure G, white PVC plastic .-718"W x 13/16" D (73 x 73 x 21 mm) meets ICES & FCC regulations for EMI /RFI only, 32 to 122 °F (0 to 50 °C), < 90% RH non - condensing urol; lekmarNetTm 2 (IN2) istor, 10 kit @ 77 °F (25 °C ±0.2 °C) 8 =3892 h / Stop Module 039, Universal Sensor 071 and Slab Sensor 072 aurs, Infinite r Description The SMK i used together ith either the Mixing Control 362, the Universal Reset Control 364, or the Snow Detector & Melling Control 664, 665, 667 in snow meld applications. The it is used to remotely enable and disable the snow melting system through a single button. Snow melling run time is adjustable through a dial. A Light Em ling Diode (LED) provides a visual indication of the operation of the snow melting system. Snow / Ice Sensor 090 Literature — D 090 Packaged weight — 4.4 lb (2000 g), silicon brass. 65 It (20 m) jacketed cable Dimensions — 1 -314" H x 3.118" W x 3.118" D (45 x 80 x 80 mm) Approvals — CSA C US with applicable tekmar snow melting controls Operating range — -60 to 175 °F ( -50 to 80 °C) Sensor — NTC thermistor, 10 kit @ 77 °F (25 °C i 0.2 °C), 0 =3892 Snow / Ice Sensor Socket 091 40r Literature — DOW Packaged weight — 1.8 lb (830 g), silicon brass Dimensions — 3 -3/4" H x 3 -1 /2" W x 3 -1/2" D (96 x 89 x 89 mm) Approvals — CSA C US with tekmar Snow / Ice Sensor 090 Description The tekmar Snow /Ice Sensor 090 and Snow /Ice Sensor Socket 091 are used with tekmar controls 665, 661, and 664 to aulonlalieWly detect snow or ice on a driveway or walkway. The Snow /Ice Sensor Socket must be installed directly in the snow melt slab, halfway between the heating Remote Start / Stop M 1 039 Literature — D 039 Packaged weight — 0.22 lb. ( 0 g , nclosure G, white PVC plastic Dimensions (M1008) — 2 -718" H 2 -7/8" 13/16" D (73 x 73 x 21 mm) Approvals — CSA C S, meets I & FCC regulations for EMI /RFI Ambient conditions — Indo use only, 32 to 1 °F (0 to 50 °C), < 90% RH non- condensing Power supply — tekmar control; tekmarNe M 2 (IN2) Snow Melt Kit ( Literature Packaged weight Dimensions (M1008) Approvals Ambient conditions Power supply Sensors included Run Time MK) 092 D 039, D — .75 lb. (: — 18" H — C C — Indo — tekm — nrm. P. i — o.9 to 18 D 079 g), Enclosure G, white PVC plastic .-718"W x 13/16" D (73 x 73 x 21 mm) meets ICES & FCC regulations for EMI /RFI only, 32 to 122 °F (0 to 50 °C), < 90% RH non - condensing urol; lekmarNetTm 2 (IN2) istor, 10 kit @ 77 °F (25 °C ±0.2 °C) 8 =3892 h / Stop Module 039, Universal Sensor 071 and Slab Sensor 072 aurs, Infinite r Description The SMK i used together ith either the Mixing Control 362, the Universal Reset Control 364, or the Snow Detector & Melling Control 664, 665, 667 in snow meld applications. The it is used to remotely enable and disable the snow melting system through a single button. Snow melling run time is adjustable through a dial. A Light Em ling Diode (LED) provides a visual indication of the operation of the snow melting system. Snow / Ice Sensor 090 Literature — D 090 Packaged weight — 4.4 lb (2000 g), silicon brass. 65 It (20 m) jacketed cable Dimensions — 1 -314" H x 3.118" W x 3.118" D (45 x 80 x 80 mm) Approvals — CSA C US with applicable tekmar snow melting controls Operating range — -60 to 175 °F ( -50 to 80 °C) Sensor — NTC thermistor, 10 kit @ 77 °F (25 °C i 0.2 °C), 0 =3892 Snow / Ice Sensor Socket 091 40r Literature — DOW Packaged weight — 1.8 lb (830 g), silicon brass Dimensions — 3 -3/4" H x 3 -1 /2" W x 3 -1/2" D (96 x 89 x 89 mm) Approvals — CSA C US with tekmar Snow / Ice Sensor 090 Description The tekmar Snow /Ice Sensor 090 and Snow /Ice Sensor Socket 091 are used with tekmar controls 665, 661, and 664 to aulonlalieWly detect snow or ice on a driveway or walkway. The Snow /Ice Sensor Socket must be installed directly in the snow melt slab, halfway between the heating W O H r, z C7 � W p a d a z w W � H �z� a m o o w 0 ti pq� C) ww d�,AU �Frn A E.rF� f�4� E W maw o� w�� �O w zp coo 0A�Wd x az H� MHOO (n z �aF c7O U F H�z� as p � ww z O C7�W�+ d 0 0 r. , aoawv� � o a a C 3� z o�w z wo o 9C) 0 9v, �tx F U O W H A` v ,E - + O N �o w A 0 A U O W F O O a w F O H u Lil A 0 0 W Q a w F c V. A F. w z O F D A d w 0 T+ o O W V wC a z � x a � UWA Ad �OOF�p AG�P4 A w d z w a O O F w O U a a w O � o F � O F O O > v a a a d O oa O a G C a a z v I "10101011" 0 A W W a z O do I, w U 4 O x Q a W Q A H A P. U U O O 0 ca3 w A w U W .a W a w d u �L7 s u d 5 � o a a a � yy � ryy F W 30� A � � d z a n n F H a a a a O O � v a A A F. w w w e e M � T T w 0 W �n a w a a 0 w a w a O o� E: H a F F 0 0 o w w w w d d a 0 CZ I 0 0 c m d 9) W 0 N � C zw � N Cy O w F w O ao 0 a z4 w o 0 F�04 OW� A�UCx7 tn{� a a U w3 0 W u=0o wF a �v,H wz 0 0 Q0 zp�oa �E!, 0 Oj o d A 0 U W w �c�z ° 00 F o z��� r v)Z A v'aH�o 0 w� z Z U d a O a o��F v a �o 90 a ao ~ 1:6 4 �A � p., O Z d � Ors cn H Or4 W � zA0�0 En zW °a o v� a n n $ � w0 A z rr U O W O 0 a z �� a p � UWFA G Ad �OO -� A4�F0.'x 0 =Ix% F A w a O a al c w rA O A a OF F �e O� � E M A G � E �i F� z w a 0 a w 0 F w O a O 0 0 F a a M M M y a N N a� 0 W O F � a F O Z oL4 o� P4 a 0 Lo�� P4 c4 O� n A � z� 0 0 z a O U 0 0 M C00 w F a F z d � z A �a w F Q � U 0 0 W d Q 0 0 ° vi o o 0 0 0 0 0 I 0 I A w z o a o A A � w U O E�O� A A A o a330 F a w a w U U d w U d t� z w a w a F 4 e 0 a w x w 0 a U F F O U Ki T . W 0 w a w 0 a 0 z w a w a 0 a a OG � F F 0 0 0 0 W W v: rn WW m m c� F ( O w a a o 0 a � t0 d mi N O z 5 F W A F �a A H� �a z 0 � c � W as W d a z wa w O F Z A a� F PG O � n v� F n � O z a 3 0 �W'o 0 3o Z o 'Oz zF � a� ww•o o QG C7 �. A U Ln rn �I-w d Ha w ° z ° zw w �w zawF o°aw W ;A4 HW� w F F D r � z Cf) F UO aa �w w0w a p, � d En o� �w�oo a d F zw �En wz�w w �wWW3 wwx��r�I��, -U�� oA ww W =w om000 w p� v1E- F�"UFOAOCiCC A WFKz mho w w ,= °�o two � N O d 1 -4t o I ' A t, i � Vl Z OINIdI�IOI„aI F Aw z v h — a�v,�8 uca c 0oa w oaw w W w N w d d � c� w�a a Al F c� a aWzA w �a� H Wq.a�7 w W Ln W W W ° 030 A 0 0 a Hwa� d�w E .., z c� W W O o�W� U F v �+OC awz� �°olo q > O a o z w cao Few a� z V W A O w z�p�w WA oo�w�0e °� O EA Ell 0 H W _.vkq�oa aind�'� Wi a Z OO F X d o O O E a 3 L �m F z - 0 -aow� FU�� d O �o04 F�0Wr �a as 0 � o d� vwiG:�W�v3iW Fro z 0 .4 0 A C����w �v N O z 5 F W A F �a A H� �a z 0 � c � W as W d a z wa w O F Z A a� F PG O � n v� F n � O z a 3 0 �W'o 0 3o Z o 'Oz zF � a� ww•o o QG C7 �. A U Ln rn �I-w d Ha w ° z ° zw w �w zawF o°aw W ;A4 HW� w F F D r � z Cf) F UO aa �w w0w a p, � d En o� �w�oo a d F zw �En wz�w w �wWW3 wwx��r�I��, -U�� oA ww W =w om000 w p� v1E- F�"UFOAOCiCC A WFKz mho w w ,= °�o two � N O d 1 -4t o I ' A t, i � Vl Z OINIdI�IOI„aI F Aw z v h — a�v,�8 uca c 0oa w oaw w W w N w d d � c� w�a a Al F c� a aWzA w �a� H Wq.a�7 w W Ln W W W ° 030 A 0 0 a Hwa� d�w E .., z c� W W O o�W� U F v �+OC awz� �°olo Prailect it 75 S. Frontage Rd. hk MA Vail, Colorado 81557 U b L IV96— b FEB 0 4 20 theaft 44. Axne,.-Al zoz a-. I / N. � '1 !9 R 7'- Aev. 2 - 3 / 4�0 91 22 V -NXr any rum COPOLLFrE U'Adj 000011-MiMMA A r & Materials) ............... . . . . . . . . . . . . = . . . . . . . . . . .......... . . . . . . . . . . ............... . . . . . . . . . . . . . . . . . . . . . . . . . . INSTALLATiG,J A11 OPERATION G' SIDE FOR HARUROVE GAS LOGS NATURAL GAS ADEQUATE FIREPLACE VENTILATION IS REQUIRED FOR SAFETY GAS LOGS MUST BE INSTALLED BY PERSONNEL QUALIFIED FOR INSTALLING MOTE i GAS APPLIANCES. READ INSTRUCTIONS FULLY BEFORE INSTALLING OR OPERATING. INSTALLER LEAVE THESE INSTRUCTIONS WITH CONSUMER! Hargrove Manufacturing Corporation uses refractory material to create ceramic logs. Each log is hand finished to assure the most realistic, detailed log available. The gas log burner system is designed to turn like wood — with a yellow smoky flame. For this reason the gas log set must be burn d only in a fully vented, non - combustible fireplace with the damper completely open and the chimney free of any bstructions or restrictions. The fireplace must be designed and approved to burn wood. The minimum ermanent, free opening provided by the fireplace chimney must be 8" in diameter (50 square inched. IT IS THE HOME OWNERS RESPONSIBILITY TO ASSURE THEIR FIREPLACE HAS ADEQUATE DRAFT. The realistic yellow flame produces carbon monoxide and soot. Under normal conditions these produces re exhausted up the chimney. If fumes or soot from the gas burning are evidenced in the room when :he damper is fully open, it indicates that the fireplace draft is defective. Do not operate your gas log Set until the fireplace draft is corrected. 4 DEQ UATE VENTILATION IS REQUIRED. FOR YOUR SAFETY IF YOU SMELL GAS: 1. OPEN WINDOWS 2. DON'T TOUCH ELECTRICAL SWITCHES 3. EXTINGUISH ANY OPEN FLAMES 4. IMMEDIATELY CALL YOUR GAS SUPPLIER FLAMMABLE VAPORS MAY BE DRAWN BY AIR CURFENTS FROM OTHER AREAS OF YOUR HOUSE TO THIS APPLIAiv _ FOR -- (OUR SAFETY DO NOT STORE OR USE GASOLINE OR OTHER FLAMMABLE VAPORS AND LIQUIDS IN THE VICINITY OF THIS OR ANY OTHER APPLIANCE. IP.M4IINSTRUCPNGHAR1 4 1 OF (10110195) THE SIZE CHART BELOW INDICATES THE MINIMUM SIZE FIREPLACE OPENINGS IN WHICH DIFFERENT SIZE GAS LC'r VETS CAN BE INSTALLED. FIREPLACE SIZES GAS LOG DEPTH FRONT SET SIZE WIDTH 16 18 24 30 36 13" 13" 14" 14" . ccsrPCaror, . wnrG 20" 22" 28" 34 11 40" BJRNER PAN ME DIA 1. Fill the burner pan with silica sand. Sand level should be sloped evenly with the sides of ember burner. Place 2/3 of the Part A Embers on top of the sand. Burner should be completely full and level. 2. Light the gas and observe flame for even distribution. 3. Part B Embers (rockwool) are placed over the sand to simulate glowing embers. For best results pinch off pieces T' th- Par: B r raterial the size of a dime and feather it out. ^ce as much as desired over the area the gas comes tnrough. (See Figure 3.) GRATE PLACEMENT Place the grate over the ember burner using the reference marks made on fireplace floor earlier. LOG PLACEMENT 1 . Trie lony;:st log is the front log. It should be placed on the front of the grate with the flat, unfinished side facing the back. It is essential for this log to be positioned with the flat, unfinished side being straight up and down. (If the logs a-e laid flat on the grate the safety pilot control pats will ova; and shut the system off.) 2. The second longest log is the back log. It is positioned on the back pedestal of the grate with the flat side down. 3. The remaining logs are top logs. These logs are placed across the bottom logs and can be arrangeu irate the most realistic flame patterns. (See Figure 4.) VOLCANIC CIN AS 1 01 l - Sika Sand Figure Figure 4 1. The black volcanic cinders are used to cover the fireplace floor, fittings and tubing around the burnei system. Although not functional, the black cinders act as a picture frame to show off the glowing ember and yellow flame. 2. The remaining 1/3 Part A Embers can now be spread over the volcanic cinders to look like add;*; ,)n - fallen ash under ;h.; logs. (optional) Attach the damper stop clamp to th : eplace damper blade. Posh Lion the clamp to prevent full closure of the fireplace damper blade. (See Figure 1) If the damper stop provided does not fit, the installer shall install a permanent damper stop that will keep the damper open a minimum of 3 ". .* CAUTION THE DAMPER MUST BE FULLY OPEN WHEN OPERATING THE GAS LOGS ! EMBER BURNER POSITIONING 1. Turn gas off. 2. Remove old log lighter, ashes, and other mate- rial from the firebox. 3. Center the ember burner on the fireplace floor with the burner pipe completely visible from the front. For best results the ember burner should be directly under the flue opening with a minimum of 4" from the front edge of the ember burner to the fireplace opening. 4. Place the grate over the ember burner so front legs of grate are just in front of ember burner pipe. Once the final positioning is establisried, mark the burner and grate position on the floor of the fireplace for reference points. Remove the grate and proceed with the gas connection. _ - DAMPER STOP FIGURE I (See Figure 2.) Figure 2 GAS CONNECTION 1. The gas supply line should be 1/2" Inside Diameter (ID) up to 30 feet and 3/4" for longer distances. 2. Tighten the black pipe cap on the end of the burner pan pipe. 3. Use .he aluminum connector to connect gas supply to the ember burner. When bending alumim_'m tubing use prod; - 3r bending procedures to avoid kinking the tube. (If a safety pilot control is used follow instructions included for connecting gas to the pilot control. 4. Check all connections for leaks using a soapy water solution. 5. Damper must remain fully open during operation. Place a lighted match next to the burner pipe. Co not hold the match in your hand while lighting the gas. Turn the gas supply on slowly until the gas ignites. Check the flame for even distribution, flame height and pressure. After checking the flame turn off the fire. (To turn off the fire turn the gas valve off.) Do not close the damper until all the flames have died. Keep the glass doors fully open during all burning. I: \PM4 \INSTRUCT \NGHARI -4 3 OF 4 (5/24/93) GENERAL INFORMATION DO NOT USE A NATURAL GAS SET FOR PROPANE OR A PROPANE SET °=i NA AL GAS. WHEN USING PROPANE (LPG) GAS AN AUTOMATIC PILOT SYSTEM MUST BE I'r:Z , .'_LED. 1. There are many different local codes for gas fire logs. The installation of this set must conform with local codes or, in the absence of local codes, with the National Fu _ Gas Code ANSI Z223.1 1984. 2. This log set is designed for use with Natural Gas. 3. When glass fireplace doors are used always operate gas log set with the doors fully open to allow fo- )roper combustion air. 4. A fire screen must be in place when the log set is in use 5. The appliance and its individual shut off valve must be disconnected from the gas supply piping systern at test pressures in excess of 1/2 psig. The appliance must be isolated from the gas supply piping system by closing its individual manual shut off valve during any pressure testing of gas supr.!, system at test pressures equal to or less than 1/2 psig. C. M:7)1mum inlet supply pressure for Natural Gas is 7" water column. Maximum inlet supply pressure for Natural Gas is 10 1/2" water column. 7. After burning, the logs become fragile and should not be Iandl �d. Knocking or rubbing logs can cause concrete to crumble and is not covered under the warran�y. 8. Use a soft, dry paintbrush for periodic dusting of the gas fire logs. Special care must be taken to cl° n `�e Birch logs. Rubbing will remove soot but will also remove the white pigments. S. L., rjci burn wood with this set. 1W NOTE GAS LOGS MUST BE INSTALLED BY PERSONNEL QUALIFIED TO INSTALL GAS APPLIANCES. WIZ- ALLING YOUR H A R G R O V E GAS LOGS Remove all the parts from the shipping container. Your set includes the following parts... Number by Set 1.Pe'.c Ital Grate Ember Burner 3.Silica Sand 4.Fire Embers 5.Safety Pilot Control (optional) 6.A!;lminum Connector 7.Firc Log - 8.Damper Stop (optional) 9.Volcanic Cinders � ca 16 " -21 " Sets 24" Sets 28 " -30" Sets PG -16 PG -20 PG -25 EB -14 EB -18 EP 22 SD -1 SD -1 SD -1 EM -1 EM -1 EM -1 SPC SPC SPC AC -18 AC -18 AC -18 Number of logs determined by set size DS DS VC -1 VC -1 VC -1 :+ iL AS LOGS FLAME HARGROVE G FLICKER ROBERT SHAW 7000MV(RME - PO) MILLIVOLT GAS VALVE SYSTEM GAS FIRE LOGS INSTALLATION I NSTRUCTIONS This gas pilot safety valve provides 100% shut -off of both pilot and main burner gas supply in the event of pilot flame failure. This valve is equipped with a manual gas control knob to provide for pilot lighting.. It also has a control knob that controls flame height. If the pilot flame goes out during normal operation, or if there is insufficient pilot flame to provide proper thermocouple output, the safety valve will close, stopping the flow of all gas. This valve is designed for use on all domestic heating gases up to 1/2" PSI. CAUTIONS 1. This valve should be installed only by an experienced service technician trained in gas safety equipment. 2. Turn off gas supply before installing valve. 3. All piping must meet applicable local codes and ordinances and the national fuel gas code (ANSI Z223.1 /NFPA NO. 54) 4. All wiring must meet applicable electrical codes and ordinances. 5. Check out the complete system after installing the valve. 6. Prior to installation, verify conformance with burner manufacturer's installation instructions. 7. Make sure all piping is free of foreign matter. FOR YOUR SAFETY IF YOU SMELL GAS: 1. OPEN WINDOWS 2. DON'T TOUCH ELECTRICAL SWITCHES 3. EXTINGUISH ALL OPEN FLAMES 4. IMMEDIATELY CALL YOUR GAS SUPPLIER FLAMMABLE VAPORS MAY BE DRAWN BY AIR CURRENTS FROM OTHER AREAS OF YOUR HOUSE TO THIS APPLIANCE. FOR YOUR SAFETY DO NOT STORE OR USE GASOLINE OR OTHER FLAMMABLE VAPORS AND LIQUIDS IN THE VICINITY OF THIS OR ANY OTHER APPLIANCE. INSTALLATI ON INSTRUCTIONS Thermopile and pilot Burner Assembly p ilot bracket using the (2) #10-32 x 1/4" 1. Attach the pilot generator (thermopile and p ilot burner assembl Y ) to the screws. (Fig.3) ect the ilot bracket to the back side of the burner pan the g as valve# ed (F'g 3) screws. (Fig.3 2. Conn P 3. Connect opposite end of the pilot tubing to the pilot port on g ads from the thermopile (p and thermopile generator) to the terminals labels that get hot or throw any 4. Attach the le leads do not contact any part * Make sure the pilot tubing areas unat u.a E' .3 TOP VIEW BURNER INSTALLLATION g "xO "Fu < RSMVNG - C 49 -6 -8 RSTPG -18 (2) #10- 32X1/4" Screw (2) #8X1 /2" Screw Pilot Bracket 69 -6 -8 4 WIRING SCHEMATIC RECOMMENDED GAUGE Fig. SWITCHING I�EV OF WIRE WALL SWITCH, REMOTE WALL SWITCH &REMOTE CONTROL, BARK CHIP SWITCH CONTROL & PINECONE SWITCH WIRE MAXIMUM GAS CONTROL KNOB MV -C VALVE SIZE LENGTH 100 Ft. p 0 O 14 Gauge 16 Gauge 64 Ft. 0 18 Gauge 40 Ft. o O 8 20 Gauge 25 Ft. o PILOT 22 Gauge 16 Ft. 0 O O ,nT eN O GENERA - use installation instructions accompanying any other switching device) WALL SWITCH wall switch t a standard 3" X 2" electrical box in wall near then firep et the lead wires o 1. T install a the wire (18 -gauge wire) from the he el electrical box the millivo a lead wire o terminal- (Fig.4) two outside terminals label e the electrriicathe s wit ch, oand ta cover plate. �nals as the wall switch on the MV -C. 2. Mount the wall switch * If installing a remote control attach the leads from the receiver to the same t 117SpeC'L1 UL771 l 77 I=M 1 7 AcW- conat Type: a 1 opt UCe Notice: Notice: Comment: Comment: Comment: Comment: Comment: 101 803.0209 IL C few N to Wa will b re 2004 for Ne sm N O acm NO TCO state. - L Comment: Requested �sctlw pec t Dade: Friday, June 10, 2005 Ins e cress: 170D Buy C VAIL Type: B43UILD Type. I nsP S ISSUED Claudine Sub Use V N� & ude ulad to ecass oft of M and Lean when area Mon. - LSAI t to be coma ` phone: 970 - 827 -563 � E �new contractor. Letter is in file 3122/04 - DGOLDEN I LLCAMPBELL sted and a vaI Wen and n from gdlher Creek Rd. is required. Cor►tractor has raQue pp�o rd Sandoval for access. Bond Is rr eeqquired In the amount of $ 5250.00 raveoMed and retumsd to its orginial state. Contractor is given until Nov. 15. ata b s L rnber 15 � K v If temp site access Issued (pW04.0118) has not been returned to orginel Rcguested IrtsaectloMsi Imo: 540 BLDG -Final CIO Requestor: INTEGRATED RESOURCES,JV,LLC Assigned T : DAVIS1687 PM Action: Tkne Exp: G� Insaecton HisVM TO WARREN 03:00 PM 970 - 827 -5634 Entered BY: JMONDRAGON K Item: 502 PW- Rough Item: 503 ; Fina Y grade item: 10 BLDG- Footlr4WStee Action: PA PART APPROVAL 11/2' Insp�tRI O INTERIOR GCD Comment ALL PER{METER AN FOOTI PA PARTIAL APPROVAL 06107104 inspector: GCD Comment 2 INTERIOR PAD FOOTINGS. Action: PAS PARTIAL APPROVAL 04/22 Inspector: JRM Comment: F0011NG FOR DRIVEWAY APRON STUDY E BMITTED AND ROUTED TO Run Id: 3289 REPT131 Inspection Request Re rdng Page 23 B rxiotioNSteo` Action: PA PARTIAL APPROVAL 12/12103 : GCD OFF INSPECTION DETAILS 23, AND 4 ON 642 AND 1 ON S4.1 INSIDE AND OUT SIDE Comment FORM . FACE. 3 ON S4.0 INSIDE FACE ONLY. R A'' � CPAOPARR WALLS COMPLETE PARTIAL APPROVAL 12/23104 1rlspec - l Commant Partia Foundation as noted on Aald AP ROVED 01/18104 Inspse�or: GCD Comment: ALL FQUNDATION APPROVED. ILC DUE TO PLANNING Action: APPROVED 05111/04 Inspector: CDAVIS A Comment SLAB INSPECTION APPROVED Action: , AP APPiq D �O�D�DEL FOR FI C PI PAR INSPECTION Comment I11 /04 1 p�oc (v 1 Comment GPfADE BE M Q QHWU n : � l ED 09/10*4 �VED FIREPLACE Comment r: Art VAP ED Comment AWED BONgqAppp�rrgqA TQ Nam: ' X08//04 Inspector: Warreri\1'�'tl°``"�0 Actlo : AppROW D Rem: 30 BLDG-Framing im 'F �� A ction: CR CQRRECTIOtII�REQUIRED 11/05/04 1 GC Comment 2 nj�REVISED IJ A HEADER AND STEEL AGE S GARAGE 3.SHEAR WALL REQS SHEATHING. joITS REOD TO BE 5.pROVIDE� 1 FLOOR TO BUILD BE PTA BUILD IS 1'4 ". Action: AP OV �, INSPECTED. Comment Ins MING APPROVED ALL DOCUMENTATION PROVIDED 21TE Comment gppro ved tt Item: 50 BLDG - Insulation .IRM Action: AP APPROVED Comment �DL�R AND MIDDLE LEVELS ONLY D Comment Action: AP APPROVE 11/23/04 Ir Item: 60 C om me nt /0 t 4 04/13/06 Comment R 70 BLD�� Comment: Comment: Item: 90 R INSPECTION EVERY 09/09104 1 % BEAM AT FLOOR 3rd LIFT. Action: qp APPROVED 12/27/04 I pR�VEO SHOWER PANS Comment i r: GCD Action: ON DENIED p17 05 I S AND FIRE FINALS READ BEFORE BUILDING FINAL. Comment 1. NING. PUBLIC WORK INSPECTION. 2.FIRE PLA CDeG ROUGH Action: UN DEMED 06102105 inspector: Not finaled or W%spected Comment Mschank al Pa A 2 not Mnaisd Plumbing PermR owel Required planning Dept Apr oval Required. Public Works Approval Item: 530 BLDG - Temp. C/O "` Action: AP APPROVED Item: 532 PIAF innspector: gc Appr oved wom Comment. Need to have below list complete for CIO. 1. Clean access road f drM�ewa Y om. 2. Come pa 3. Reclaim ditch on Bultehr Creeck Rd. Run Id: 3289 REPT131 . - . Approved Action: PI PARTIAL INSPECTION r: GCD OR GYP AT NW CORNER FOR n-HP CONSTRUCTI K: GCD R STAIRS IN WINE ROOM- HOUSE EXECPT GARAGE wn: UNDER ►r: JRM 40CK COMPLETE 1.11 0 Continued: fpr snow storage. Comment 4. Chan out dretnage 5. Grading on north west side of driveway needs to be completed. Item: 533 PLAN-TEMP. CIO Item: 539 PWFFINAL CIO R U0 gl„ DG.Fhwl C/O ram: 21 pLAN-ILC Found@Wn Plan "Approved Act AP APPROVED 02/16!04 Inspector: VWffen Comment: The p _ j located on the site rem: 534 PLAN - FINAL C/O " Approved Action: AP APPROVED 06/03,05 Inspector: wwearren Comment: r Run Id: 3259 REPT131 65 - 2005 Inspection Request Reporting - 4:39 Requested inspect Date: Friday, May 27, 2005 Inspection Area: GCD Site Address: 1722 B f H CREEK RD VAIL AIp1D Information Sub T NSFR Status: ISSUED B-MECH � Insp Area: GCD Coast Type: phone: 970 - 328 -37 Activity: Nb4 -0043 Occupancy: phone 303- 864 -90 Owner. Scott E Claudine Brandt Phone: 970 -328 -370 A�Ikant WHITE WATER PLUMBING Con ctor. WHITE WATER PLUMBING gg g g Descri on Radian 1 INSPECTI ONLY 5Nf31BDILEf2 NSPECTION UNT1C CUT SHEET AND CALLS. ARE Q SUBMITTED - GDENCKLA uested Inspectlo Requested Time: 02:00 PM Item: 390 MECH -Final Phone: 3 pLDEN K Requestor: WHITE WATER PLUMBING Entered By: Assigned To: CDAVIS Time Exp: Action: Inspection History Item: 200 MECH -Rough Item: 310 MECH- Heating Action: PI PARTIAL INSPECTION 00710q ` nspector: GCD Comment: IN SLAB HYDRONICS EAST SIDE. HEAT BRANCH MAINS AN D � 10128JQ4 � AQUA PEX WATER LINE GAGES 6108 Action: PI PARTIAL INS Comment: HYDRONIC SU AND RETURN MAINS 70psi TEST. TEST. SPA HEAT EXCHANGER, FAN COIL A D PI P�� TMAINS MAINS 01/12/05 inspe JRM Comment: APPROVED PARTIAL IN FLOOR HEAT 100 #AIR ALL COMPLETE EXCEPT FOR MAIN LEVEL IN WHICH THE CONCRETE WILL BE STAMPE AND REQUIRE 28 DAY DRYING PERIOD : pi PARTIAL INSPEC 0 14105 Iris or: JRM Comment: GARAGE SLAB IN FLOOR HEAT 100 # AIR T PARTIAL INSPECTION 03/17105 Inspector: JRM Action: Pi Comment: IN FLOOR HEAT LOWER LEVEL SNOW MELT FOR FRONT ENTRY STAIRS AND HOT TUB PATIO 100 * AIR TEST 03/21105 Ins ctor: cdavis Action: NR NOT READY FOR INSPECTION Comment: SNOOWMELT TUBING INSPEC N CANCELLED DUE TO WEA WEATHER DELAYS. CONTRACTOR WILL RESCHEDULE 1 Action: PA PARTIAL APPROVAL 03/24/05 inspector: GCD HYDRO TEST. Comment: DEN 100psi TEST. KITCHEN, LIVING ROOM. HALLWAY. AND LAUNDRY 100ps1 EXTERIOR EAST AND SOUTH STAIRS 9D PA PARTIAL APPROVAL 04!29!05 Inspector: JRM Comment: APPROVED DRIVEWAY SNOW MELT i00 * AIR TEST Run Id: 3254 REPT131