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Home My WebLink AboutVAIL LIONSHEAD FILING 1 BLOCK 1 LOT 1 VANTAGE POINT POOL & HOT TUB LEGALr(}wN oE vArL, 75 -S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 Valuation: $300,000.00 Fircplace lnformation: Restricted: # ofGas Appliances: 0 Building->' 92 , 11.3 . ?5 Restuarant Plan Review-> Plan Check-> 91,3?3.94 DRB Fee------> DEPARTMI]NT OF COMMUNITY DEVELOPMENT \)r-,r\ [r.,'.i.4L*.\ t U.,-^Lcltrr..1\ NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TMES ADDiALT COMM BUILD PERMT Permit #: 803-0036 Job Address: 508 E LIONSHEAD CR VAIL Status . . . : ISSUED Location.......: 508 E Lionshead Circle Applied . . : 04103/2003 Parcel No....: 210106310010 Issued. . . : 05/3012003 ProjectNo . : PR tO3 ao (-> Expires . . .: 1l,/2612003 owNER VANTAGE POINT,/VAIL CONDOMINIo /03/2003 phone: 508 E I-,IONSHEAD CIR VAIL CO 81557 License: COMIRACTOR WOODSTONE HOMES, INC. 04/03/2OO3 Phone: 970-845-9598 P.O. BOX 3939 VAIIT, CO 81558 Lricense: 148-A APPIrICAlilf WOODSTONE HOMES, INC. 04/03/2003 Phone: 970-845-9698 P.O. BOX 3939 VAIIJ, CO 81658 L,icense: l-48-A Desciption: New inground pool, hot fub, paving, stone wainscot and metal rail and new light fixture heads Occupancy: Rl Multi-Family Type Construction: Type Occupancy: ?? Investigation-> Will Call---> 90. 00 Recr€ation Fee-.._---> $3 .00 Clean-uP DePnsit-> Add Sq Fr 0 # ofGas l-ogs: 0 # of Wood Pellet: 0 FEE SUMMARY ******'******+++{.*'}**+rrat'}ara*a*ratrtr'r*lrit'r*'t:r.**r:t*!*******r 50.00 Total Calculated Fe€s--> S3,{90.59 SO. Oo Addirional Fc€s->$0.00 50.00 Tolal permir Fec___> 93,490.09 $O . O0 Payments---------._> $3 ,490 .69 TOTAL FEEq--.--> S3, 490.69 BAr AI{CE DUE-._> Approvals:Item: 05100 BUILDING DEPARTMENT o4/14/2oo3 AP Action: AP Item: 05400 PIJANNING DEPARTMENT 04/06/2003 warren Action: AP Item: 05500 FIRE DEPARTMEIqT O4/L8/20o3 Mccee Action: AP 1' No mechanical $0 .00 ' wbrk shown on drawings. A'ry mechanical work will requireadaitibnat permit. Item; 05500 PUBLIC WORKS 04/o8/2oo3 ls Action: COND Awaiting forpublic way permit fee. and CDOT approval . o4/o8/2oo3 Is Acrion: DN awaiting forpublic way permit fee, r.o.w bond and cdot approval . 04/L5/2003 Ls Action! COND permit fee and bond have been recieve by pW. no approval from CDOT. O4/L5/2o03 Ls Action: DN CDOT has not qiven approval for accesss off of frontage rd. O5/3o/2oO3 Ls Act,ion: Ap Recj_eved Notice to Proceed from CDOT See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances ofthe Town applicable thereto. REQTJESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR HOURS IN ADV OFFICE FROM 8:00 A"M - 4 PM- TURE OWNER CTOR FOR HIMSELF AND OWNEF PAGE 2 '* 'l * * * **:t*+ '| | * *{. * {t '* ** * * **:f *dr,l.**{!**t*****{.***+:tr:t f ,t ** {.:$* 't *+dr * * +*:f *d. * * r. ** * + * *:t 'lr+:l. rf * * * * ** * *:t *+,1. +** * ********++ CONDITIONS OF APPROVAL Permit #: 803-0036 as of 05-30-2003 Status: ISSUED +'13+:l.l+:l.l:i**{.**ri*,}l{.*{.******t**'tt**********+*******{'*++*******+*****{.'}+'lr*****!t {(** * *{.:t*++*,*+:***d.*:**+****+* Permit Typer ADD/ALT COMM BUILD PERMT Applied: 0410312003 Applicant WOODSTONE HOMES,INC. Issued: 0513012003 970-845-9698 To Expire: 11126D003 Job Address: 508 E LIONSHEAD CR VAIL Location: 508 E Lionshead Circle ParcelNo: 210106310010 Description: New inground pool, hot tub, paving, stone wainscot and metal rail and new light fixture heads Conditions: Cond:1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE A}ry WORK CAN BE STARTED. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED To CHECK FOR CODE COMPLIANCE. t APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UN tl Project #:ool3 Build NWT]OPVIL 75 S. Frontage Rd. Vail, Colorado 81657 own of Vail Reg. No.:ontact and Phone #'s: 945--4 COMPLETE VALUATIONS FOR BUILDING PERMIT (Labor & Materials BUILDING:$ 3M,OOn ELECTRICAL:$ F0O OTHER:$ -, -- PLUMBING: $'.T.00O MECHANICAL:$ *4--rorAl; $ 30C.?0 n For Parcel # Contact Assessors Office at 970-328-8640 or visit ********t*s**s*l*****+:************FOR OFFICE USE ONLf.*t************************!t********* 2tol Job Address: FCg E descriptionofwork: pgn4, f1a/_ *-.t/ e,Z*+ lrvtry rElfEe DEsd WorkClass: New( ) Addition() Remodel (l) Repair( )Demo() Other( ) Does an EHU exist at this location: Yes ( ) No ( )Work Type: Interior ( ) Exterior (() Both ( ) Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family ( ) Commercial iK) Restaurant ( ) Other ( ) No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building: Noffvpe of Fireplaces Existinq: Gas Appliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burnin Wood Burninq (NOT ALLOWED \WaiMata\cdev\FORMS\PERMITS\BLDGPERM. DOC 07 t26t2002 ruh'I,m Questions? Callthe Building Team at 479-2325 Depaftment of Community Development Project Name: Project Address: r' This Checklist murt be completed before a Buildina Permit apolication is arcpEd. o All pages of application is complete W Has DRB approval obtained (if required) Provide a copy of approval form O/ C-ondominium Association letter of approval attached if project is a Multi-Family complex p- Complete site plan submitted 0.,, Public Way Permit application included if applicable (refer to Public Works checklist) a Staging plan included (refer to Public Works checklist) No dumoster,parkinq or material storaqe allowed on roadways and shoulders without wriften approval Mg { Asbestos test and results submitted if demolition is occurring Architect stamp and signature (All Commercial and Multi family) Full floor plans including building sections and elevations(4 sets of plans for Multi-Family and Commercial) Window and door schedule Full structural plans, including design criteria (ie.loads) Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family) Soils Report must be submitted prior to footing inspection Fire resistive assemblies specified and penetrations indicated Smoke detectors shown on olans Types and quantity of fireplaces shown Applicant's Signature: Date of submittal: M M ,w t4 T4 ,w M F:/everyoneforms/bld perm2 Received By: 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 depaftments 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 toby: J2//r[ l/-/4r#Zftz Project Name: V4MI40F POrrt/7 flilur).otttt/ tttt /tDate:3/3//l+ F: everyone/forms/bldperm3 P@ L frAllu*T/tfv I /fuJ'r')s/*J nntfriffi! HOW DID WE RATE WITH YOU? Town of Vail Survey Community Development Departnent Russeil Fonest Director, (970)479-2139 Check all that applies. 1. Which Deparfnent(s) did you contact? Building _ Environmenhl_ Housing_ Adrnin _Planning DRB _ PEC 2. Was your initial contact with our staff immediate slow or, no one available ? 3. lf you were required to wait, how long was it before you were helped?_ 4. Was your proffi revienred on a timely basis? Yes / No if no, why not?- 5, Was this yourfirsttime to file a DRB app_ PEC +p_ , Bldg Permit _ N/A I 6. Please rate the performance of fie sffiperson who assisted you:54321Name: (knowledge; r.rpon.iueneffi 7. Ovenll effectiveness of the Front Service Counter. 5 4 3 2 1 8, What is the best time of day for you to use the Front Service Counter? 9. Any comments you have which would ailow us to beter serve you nexttime? Thank you for taking the time to complete this survey, We are commited b improving our service. WHEN A'PUBLIC WAY PERMIT" IS REQUIRED PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING QUESTIONS REGARDING THE NEED FOR A "PUBUC WAY PERMIT'': Is this a new residence?YES NO-X_ tr Does demolition work being performed require the use of the Right-of-Way, easements or public property?YES__DC No__lg Is any utility work needed? YES Is the driveway being repaved?YES No-k- XNO Is any drainage work being done that affects the Right-of-Way, easements, or public property? YES No-x- Is a "Revocable Right-of-Way Permit" required?YEs___-_rX_ No Is the Right-of-Way, easements or public property to be used for staging, parking or fencing? YES_&_ NO_ If answ,e_rnis NO, is a parking, staging or fencing plan required by Public Works? YES--X- NO- If you answered YES to any of these questions, a "Public Way Permit" must be obtained. "Public Way Permit" applications may be obtained at the Public Work's office or at Community Development (a sample is attached). If you have any questions please call Leonard Sandoval in Public Works at 479-2L98. I HAVE READ AND ANSWERED ALL THE ABOVE QUEfiONS. W7oqsnntr /Ja uZ; S Is a different access needed to the site other than the existing driveway? YES-)L NO Name: r/kilf46E P0rv7 Pho /^Job or Project Date Signed: F :/everyone/forms/bldperm4 Company Name DRAINAGE AND CULVERT INSPECTIONS ARE REOUIRED BY PUBLIC WORKS! Please read and check off each of the items below: a 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. o 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 at479-2t98 to request an inspection from the Public Works Department. Allow a minimum of 24 hour notice. o Also, the Town of Vail Public Works Department will be approving all final drainage and culveft installation with resulting road patching as necessary. Such approval must be obtained prior to any Final Certificate of Occuoancv issuance, Project Name Date Signed: Agreed to by: Tart/Y fll(/r('E Uit tf4 lE fdtfl// Cl,l/A/.,tlu,( tUrnt t/)r'E Print Name F:/everyone/forms/bld perm6 lge /- Pg1'6tv47774/ Please read and check off each of the items below, (Copies of complete text are available upon request) CODE 5-2.10: DEPOSITSON PUBLIC WAYS PROHIBITED o 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. tr 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, dift, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice by the Director of Public Work. 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. o 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. a Notice and Penalty: It is unlawful for any person to fail or refuse to comply with the notice of the Director of Public Work 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 5 (1979). CODES 7.3A-I AND 7-3A-3I PARKING OBSTRUCIING TRAFFIC & IMPOUNDMENT AUTHORIZED D 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) g 1) o Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of a street or upon any place within this Municipalify 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) g 3: Ord. 28(1981) 5 1) I have read and will cornply with the above code provisions: Position or Relationship to Project: ^/ / Date Signed: 1p//fg F:/everyone/forms/bl dpennT 651,.2112gf/3 14:39 97o2iB7294 RT.6I1J}I3 TRAFf IL; ffi llri4iltoe-qd*rtparosr*rgorilfi htttliiCltwry,!9md'tryir rolun-nrt rr an nirr|d $- ]tFnt^m Fr|ilr rn ort ltHo' D t'|!a6- fhb tlffi b Pin d b Yff q;dt lf |1. 6im*l lgr F.ti* tr. 11o|3trpl11d. l!il Permnr GD11 o,f yrrjpi;a dr. gl irtr i tld| ;rOr oatlldb|\ a ornrhra. Ara F-ilflr mrt ba |[l|nd]t ln eodtroi rJr slctbtt 2-qr rXdL ol tht ^Ec'r cocl Ar.tf|.b It|lu rnnl|l lr rr$rhd.f il lhOrlrhe ail E *uctoo, In of|lqilnc. wf,h Ofo llftrnl on tinlsnrtrilo Gonfgl Orrla fra thn fS Hle'titl. . Af, ordrudon 1h1l lr ernphH h m rlprrlnrf rnd lt nrru elrd $l brlob0tod tthb a5 drtt forn 5trtrh. Th.'rr|nll- o'.r*[tfl tEtft ltr D?rtilil pta b onmrnaq 60rt'|rfrfr.. ffib6il0flmfttil. Eo|h it AEr F!.lrf ]td ltb ft&. To hucrd lrril b.Yril*fortwl.i ttto€iltr'dbn snc' Tfrb l$|O b Frod b srdlont. fb foforfrg hn drll !r rdtrild pfo? b or dlthe oo|rtrrclitn ir rF[rlFrE. coLonAF DFrftrrrff * rnAxtroffr no. $TATE HIGIIWAV ACCET' CODE ]IOTICE TO PROCEEO vsql tbbl corllo'lhiur At03.!6Blfta*dcttL vril.tQ lt6tt trGa76{rd. g;oirroao ttqarr |rc, lOEc t9tt vdlco ll6lly'ortt50rt Town of Vail 'tffry:Lolb ffi IurLtsrft r Ceuntl fmrlvi (llhrn fr ryfop'l- lool rilE ry r|llr arrryu$plD) It (n llt ET thb r|otb lr rd ydld urr0rlF.d bt. (try.rxftorEa qE|$r of thr Drr||trr.t ebr*Dgfi||nf tt|Uutcdilcn It (r)W Ptilrirulir Md$r M.y21,Nt Oop, U*bfrl rr# r. iagl'| tr'rn tr. 2 q'lor t.fil X irrH lcd ll!.ilt ttlcE trltl. tnF6. F r. t2t6 lrlt CONDOMINIUMS Jantnry27,2003 Town of Vail Comnuity Development Dept. 75 S. Frontage Rd. Vail, CO 81657 To Whomit May Concern, General Manaser \h VANTAGE POINT.VAIT Sincerelv. rW;#bL The purpose ofthis letter is to inform the Town of Vail Cormrunity Development Department that the Vantage PointA/ail Board of Managers has given approval for a renovation to the pooVspa area. This renovation will include replacement of the pool and spas and new lreated pavers. Ifyou have any questions regarding this matter please feel fiee to call me. oFFfli,ffiiipv Boa- 003b 508 East Lionshead Circle . Vail, CO 81657 970-476-0364 February 20,2003 Fritzlen Pierce Architects 1650 East Vail Valley Drive, C-1 Vail, CO 81657 Attention: Subject: Mr. Thomas DuBois Geotechnical I nvestigation Pool Area Renovation Vantage Point Condominiums Vail, Colorado Job No. GS-3839 |$&i VatI 00Py Eu=-cf'3(-" This letter presents the results of our geotechnical investigation for the planned pool area renovation atthe Vantage Point Condominiums in Vail, Colorado. The purpose of our investigation was to investigate subsurface conditions at the site and provide geotechnical recommendations for the proposed improvements. Following are brief descriptions of site conditions, site history, the planned improvements, and subsurface conditions. A discussion of our opinions and our geotechnical recommendations are also included. Site Conditions Vantage PointCondominiums is located southwestof the intersection of the South Frontage Road and East Lionshead Gircle in Vail, Colorado. The building is a multi-story, concrete structure with a below-grade parking level that daylights to the south. The parking level slab is about 12 feet below the elevation of the pool area on the north side of the building. Existing concrete flatwork in the area is in poorcondition and has experienced significantcracking and differential movement. A below-grade, concrete pool is in the southeast site of the site. The pool has a maximum depth of about 9 feet and appears to have performed well. Two plastic spas are in the northwest part of the site. We understand some differential movement of the spas has occurred. A reinforced concrete retaining wall and severalboulderwallsareadjacenttolandscapedareasnorthofthepool area. Snow CTL/THOMPSON, INC. CONSULTING ENGINEERS 234CENTER DFTVE r GLENWOOO SPRINGS, COLORADO 81601 I (97O) 945-2809 cover prevented observation of slabs and ground surface on most of the site at the time of our field investigation. Site Historv We understand the Vantage Point Condominiums building was constructed in two phases. The east part of the building (Phase l) was constructed in 1972.The swimming pool with a surrounding concrete deck were constructed during Phase L Gravel parking areas were adjacentto the pool deck. The west part of the building (Phase ll) was completed in about 1974. Robert W. Thompson, Inc. performed two soilsandfoundationinvestigationsforthebuilding. Thefirstinvestigation(JobNo. 472, report dated March 20,19721was performed for the Phase I construction and thesecond investigation (Job No.897, reportdated December30, 1972)addressed the Phase ll construction. Fill as thick as 8 feet was found in borings drilled for the investigations. lt appears fill below the pool area (north part of the site) was likely placed during construction of Phases I and ll. We understand the concrete flatwork surrounding the swimming pool experienced cracking and differential movement subsequent to construction. Chen & Associates observed conditions at the site and wrote a letter to present their findings and recommendations (Job No. 4 296 86, dated August 18, 1986). ln the letter, Chen & Associates recommended that the concrete flatwork adjacent to the pool be removed and replaced. lt was stated that sub-excavation of trash fill below the concrete slabs would likely be necessary to enhance performance of new concrete flatwork. Other recommendations by Chen & Associates included improving surface drainage atthe site and constructing a drain adjacent to the footing of the north building foundation wall. The original concrete pool deck and the gravel parking area were removed in 1987. The swimming pool was left in place. The concrete flatwork, spas, retaining walls and landscaping (that were present at the time of this study) were subsequently constructed. Chen & Associates performed observation and testing for grading and drainage improvements to the site during May and June, 1987 (Job No. 4 207 87). Chen & Associates daily reports indicate that trash fill was removed during excavation operations to install the foundation wall drain adjacent to the building. Ghen & Associates daily reports also state that sub-excavation was performed to remove trash fill from below the reinforced, concrete retaining wall. The reports provided to us did not document trash fill removal or methods of subgrade preparation below the spas and concrete flatwork. FRITZLEN PIERCE ARCHITECTS POOL AREA RENOVATION VANTAGE POINT CONDOMINIUMS JOB NO. GS-3E39 Subsequentto construction of the 1987 improvements, the concrete flatwork has experienced differential movement and cracking. We were told that slab cracking and subsequentseasonal movementwas noticed during the 1990's. The rate and magnitude of slab movement was not documented. We understand seasonal heave occurs below some areas of flatwork and the spas due to freezing and ice build-up below these elements. Planned lmprovements The existing pool will be removed and replaced with a more shallow, concrete pool. Structural fill will be required to raise grades below the bottom of the new pool. New, concrete spas will replace the existing spas. Existing concrete patio areas will be replaced with concrete pavers. Some areas of pavers will be provided with snow melt systems. Concrete stairs and ramps will be replaced at several locations. Subsurface Conditions We drilled three exploratory borings (TH-l through TH-3) in the pool area to investigate subsurface conditions. The approximate locations of our exploratory borings are shown on Figure 1. Drilling operations were directed by our laboratory/field manager who logged the soils encountered in the borings and obtained samples. Samples of the soils were returned to our laboratorywhere field classificationswerecheckedandtypical sampleswereselectedfortesting. Graphic logs of the soils encountered in our exploratory borings are shown on Figure 2. Our exploratory borings encountered a 5-inch thick concrete slab underlain by 4 to 5 feet of dense fill, 2 to 8 feet of loose fill with trash, and native silt sand and siltygravel tothetotal exploreddepthof 20feet. Lensesofsandysiltwerepresent in the native soils. The upper 4 to 5 feet of fill is densely compacted with a comparativelysmall amountofdebris. Deeperfill isloosewithasignificantamount of trash. Observations during drilling and results of field penetration resistance tests indicated the upperfillwas dense, the fillwith trash was loose, the native sand was medium dense to dense and the native gravel was dense. Free ground water was not found in our borings at the time of drilling. Laboratory testing was performed on selected samples fo the subsoils. Gradation test results are shown on Figure 3 and laboratory testing is summarized on Table l. FRITZLEN PIERCE ARCHITECTS POOL AREA RENOVATION VANTAGE POINT CONDOMINIUMS JOB NO. GS-3839 Discussion The swimming pool and concrete "seat" wall have performed well. Chen & Associates daily reports indicate thattrash fillwas removed from belowthe seatwall alignmentandthewallfootingwasconstructedonthenativesoils. Thepool islikely supported by the native soils and densely compacted, fill. Our subsurface information indicates a significant thickness of fill is located below the patio areas. It appears the upper part of the trash fill at the site was removed at some point and replaced with the densely compacted fill. In our opinion, consolidation of the trash fill has caused most of the differentialsettlementandcrackingofthepool areaslabs. Settlementandcracking of the slabs results in less conveyance of surface water off the slabs and creates pathways for increased wetting of the soils below the slabs. The addition of moisture generally increases the rate and magnitude of settlement of soils that possess the potential for consolidation. Water infiltrating through the cracks also can cause significantice build-up belowthe slabs and subsequent heave during the winter. Recommendations The content and thickness of the trash fillvaries with location across the site. We do not know if slab settlement is still occurring. Potential for additional consolidation of the trash fill cannot be determined. The most positive method to enhance performance of the planned pool area improvements is complete removal of the trash fill and replacement with densely compacted, structural fill. This alternative should be used below the planned swimming pools and spas. We understand complete removal of the trash fill below the planned concrete pavers may be cost-prohibitive for the owner. In our opinion, removal and replacement of the upper 5 feet of fill would have limited effectiveness to reduce settlement potential because the majority of future consolidation would likely occur in thetrash fill deeper than 5 feet. We recommend existing trash fill below the planned improvements be removed to expose the native soils. Excavation depths of 10 to 12 leet could be required to expose the native soils in some areas. lf the owner elects to partially remove and replace existing trash fill below areas of concrete pavers, we recommend the process extend to a depth of at least 7 feet below subgrade elevation. In the case of partial removal, a geogrid should be placed on the bottom of the sub-excavated area, prior to fill placement. The geogrid could help bridge areas of underlying trash fill that experience future consolidation. FRITZLEN PIERCE ARCIIITECTS POOL AREA RENOVATION VANTAGE POINT CONDOMINIUMS JOB NO. G5-3839 4 The excavated fill soils can be reused as structural fill provided they are free of rocks larger than 4 inches, debris, organics, and deleterious materials. lmport soils should consist of clayey to silty sand or clayey to silty gravel. A sample of the import soils should be submitted to our office for approval, prior to hauling. Structural fill placed to attain construction grades, should be moisture treated to within 2 percent of optimum moisture content. The fill should be placed in loose lifts of maximum 10 inch thickness and compacted to at least 95 percent of standard Proctor (ASTM D 698) maximum dry density. Limitations Ourexploratory borings were located to obtain a reasonably accurate picture of subsurface conditions. Information from previous geotechnical investigations at the site was reviewed for this study. Variations in the subsurface conditions not indicated by our borings or previous studies will occur. This investigation was conducted in a manner consistent with that level of care and skill ordinarily exercised by geotechnical engineers currently practicing under similar conditions in the locality of this project. No other warranty, express orimplied,ismade. lfwecanbeoffurtherserviceindiscussingthecontentsofthis letter or in the analysis of the influence of the subsoil conditions on the planned construction, please call. GTL/THOMPSON. INC. j John Branch IOX:fUtrf\ (5 copibC sent) FRITZLEN PIERCE ARCHITECTS POOL AREA RENOVATION VANTAGE POINT CONDOMINIUMS JOB NO. GS-3839 POOL AREA RENOVATION VANTAGE POINT CONDOMINIUMS VAIL, COLORADO oR^n .rn€ ---E /.Ti--ia d}tr- z ArSt. oMrN L|nE {s#/ .*s*'ffiWe + l'=200' Job No. cS-5859 APPROXIMATE LOCATIONS OF EXPLORATORY BORINGS Fig. 1 TH.1 TH-2 TH.5 8/12 12/12 1O 20/12 1s NOTES: 1. Flve lnch lhlck concrele slob Fill, sond, grovel, cloycy, wood qnd plostlc, debris, dcnsc, moisl, brown, Fill, sond, grovel, cloycy, scofterud cobbles, signiflcont lrssh ond dcbris, looss, molsl' dqrk brown, Sond, sllty, lenses of sondy sllt, mcdlum dcnce lo dgnse, moisl, brown. (SX, UU) Grovel, rllty, sond ond cobble!, dense, mobl, brown. (GM) Drivc somplc. Thc symbol 40/12 indlcolcs thot 40 blows of o 140 pound hommcr folling 50 inqhos wcrc requlred to drlvs o 2.5 inch O.D. sompler 12 inches. Drive somplc. The symbol 12/12 indleotrs lhqt 12 blows of q 14O pound hqmmsr folling 50 inqhes were required to drive q 2.0 inch O.D. sompler 12 inches. LEGEND m X X w m F F F T IoIt = = 'lloo 10/12 20/12 5/12 25/12 20/12 13/12 Bulk somple from ouger cuftlngs. Indlcotes proclicol ouger refusol. 2. 3. Explorotory bortngs wcre drllled on Jonuory 50, 2003 wlfh 4-lnch dlomelsr, contlnuous fllghl ouger ond o trock-mounted drlll rlg. Explorotory borlngs wcrs bockflllcd lmmedlolely ofter drllllng operotlons were complsled. No frec around woter wos found In our explorotory borlngs of lhe llme of drllllng. These explorotory borings ore subject io the cxplonotlons, limitollons ond conclusions os contqined in lhis rcport. Job No. GS-5E59 SUMMARY LOGS OF EXPLORATORY BORINGS Flg. 2 . /8..--..-..- '.- . -t. at-:::::::-.:::::.::::::.::: i. 'l : : : : : : : r : : : | : : : : :i : : : 1..::.-..'. ::2f.: ."72.: './ f..:. 0 10 20 30o ?4()b 60 80 90 1rn 7 HR. 15MN. --T.'-'1 - ::::T.:::.+' _: 1.. :--l- ::;:+:::--+-::::I:::::t +::::]::::. :=T.----'1- '.'---r'-__:+__ :::::+:-:...'t___ :_T= ::::+i:: 1'I .,_:::F__: *:+_ ,::::T:::''_ -r-.- 0,@2 25 HR- 45 MtN. 100 -I::::s0F l. I80F [::;70F t:::: I60F [.::.l.-. t::::l:::40 t--- l::::t__ f:::: t:::: i:': f::: t:::0L .001 1v,' 3 5'6- 8- 36.1 76.2 127 2AO 60MtN_ 13 MN. 4MN. 1 MN. '200 .100 50 .a0 €0 .16 rto'a .074 .'f 4S .297 .5m 119 2.O 2.* 1.76 o.42 OIAMETER OF PARTICLE IN MLLIMETERS CLAY (PLAS-TIC) TO S|LT (I|ON'LAS'|C) Somple of From TH.1 AT4 FEET FILL, SAND, GRAVEL, CLAYEY 25 % SAND SILT & CLAY 26 Yo LIQUID LIMIT PLASTICITY INDEX 49 o/o SAND 80 o/o LraurD tN4li - /o'-olo -oh - o/o Somple of SAND, CLEAN (Sp)FTOM TH.2AT9 FEET Gradation GRAVEL 16 % SILT & CLAY 4 % PLASTICITYIN6EX 25HR. 7llR, TU\IE READTNGS U.S.STANiXRD SERIES CLEAR SOUARE OPENINGS 45MlN. 1si,llN. 60MlN, 19 tvllN. 4MlN. 1MIN. ?m 100 '50 '40 €0 '16 '10'8 '4 3tr Xt4" 1\a r 5'6* 8' 100 90 80 g70 Poo H 40 20 10 0 0 10 30o €40[ 70 80 90 1m .074 .149 ,rt O.ar.* 1.19 2-o 234 ,{.76 OIAMETER OF PARTICLE lN [iLlll"CTERS 19.'1 36.1 16.2 127 26 152 oLAY (PT.AST|C) rO S|LT (NOI+PUSIC) JOB NO. GS-3839 Test Results F l\r. o TABLE I SUMMARY OF LABORATORY TEST RESULTS JOB NO. GS-3839 BORING DEPTH (FEET) NATURAL MOISTURE (o/ol NATURAL DRY DENSITY (PCF) SWELL (Vol ATTERBERG LIMITS GRADATION TESTS PASSING NO. 200 SIEVE (oh\ SOIL CLASSIFICATIONLIQUID LIMIT (o/ol PLASTICITY INDEX (:hl PERCENT GRAVEL eh\ PERCENT SAND (o/o\ TH-1 4 8.0 121 25 49 lo FILL. SAND. GRAVEL. CLAYEY TH-1 19 18.8 110 NL NP 49 SAND. SILTY fSM) TH.2 I 2.6 16 80 4 SAND. CLEAN {SP) TH-3 I 18.0 79 SILT. SANDY (ML) TH.3 14 21.4 105 23 NP 44 SAND. SILTY (SM) Page 1 of 1 TOWN OF.VAIL. DEPARTMENT OF COMMUNIry DEVELOPMENT 75 S.FRONTAGEROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: E03-0095 'k> )G'tr' Job Address: 508 E LIONSHEAD CR VAIL Status . . . : ISSUED Location.....: 508 E Lionshead Circle Applied . . : 07/0812003 Parcel No...: 210106310010 lssued. . : 0710912003 ProjectNo : fq-t6s-crji b Expires. ,: 0110512004 ogrNER VANTAGE POINT/VAIL, CONDOMTNTOT /O8/2OO3 ptrone: 508 E I-,IONSHEAD CIR VAIL CO 81557 I-,icense: CO}{rRACTOR DAIiUCI ELECTRIC O7/O8/20o3 Phone: 970-390-1173 PO Box 7246 Breckenridge, Colorado 80424 L,icense: 114-E APPIJTCANT DANTCT Er.,ECTRTC 0't/08/2003 Phone: 970-390-1173 PO Box 724 5 Breekenridge, Colorado 4o424 Lricense: 114-E Desciption: wiring for new boiler and pool equipment all pool and jacuzzi tub grid Valuation: $4.890.00 FEE SUMMARY '*'r. +:i +:i +r +. t El€ctrical-_> DRB F€e--> Investigation-> Will Call-----> TOTAL FEES--> $90,00 s0.00 $0. 00 $3.00 s93.00 Total Calculated Fees-> $93 . oo Additional Fees---> Total Permit Fe€-------> Paymcnts------------> BALANCE DTJE---_> $0.00 $93.00 $93.00 $0.00 +)*,t 1. + rir:t + * + * t + 'l t + {,1*:} '}* +t * * {, Approvals:Item: 05000 ELECTRICAL DEPARTMENT o7/08/2oo3 DF Action: AP ::-T;"':'"":::'-:''-.::-:"*:flTt"*t***'****:}:l:}*+.+'1it+t:}i*tt*l:t*''*,}+.++|,*'}****.**.'t|1..'l.'.l'},}:*'t:}+*********+** CONDITIONS OF APPROVAL Cond: 12 ::::.:-;1,:.,:::3...,1J::.:-::T:I:-,..T:,.:*":J,11"":..T:--::'-::.i::.::-".:--":Y.*T:-".**********,*"**.*,.,,,.+***:****** 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 SIIALL BE MADE TWENTY-FOUR HOURS lN ADVAICL BY 'IELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF s TOWWYAILIY 75 S. Frontage Rd. Vail, Golorado 81657 E ACCEPTED IF INCOMPLETE OR UN Building Permit #: Electrical Permit #r 97 0-479-2149 (Inspections) COMPLETE SQ. FEET FOR NEW BUILDS and VALUATIONS FOR ALL OTHERS (Labor & Materials) Contact and Phone #'s:gto_ 3q0_ //'7.> AMOUNT OF SQ FT IN STRUCTURE:ELECTRICAL vALUATIoN: $ 4 B q O'" Conbd Assessorc Offtce at 970-328-8640 or visit for Parcel # parcef # 2tol-a63- to@l THw 210l 063 /aosF ztotaTtlool Job Name: Vft?JVf(i fOrrf @ t th,srrl \X\t,'robAddress:grl,F E. L4A6/A+0 ctp vh Legal Descripuon ll Lot ll elock: ll riting:Subdivision: Oruners Name:Address:Phone: Engineer:Address:Phone: Detailed descriotion of work:WlfZ,*. fr4 trE*_BottBK M PML Eau,prus,.-T ryhfgf }H"^W:Et*,mkr,*-w*olt* WorkClass: New( ) Addition( ) Remodel fi) Repair( ) TempPower( ) Other( ) Work Type: Interior fi) Exterior (><) Both f'{ )Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg.: Single-family ( ) Duplex ( ) Multi-family ( ) Commercial K) Restaurant ( ) fther ( ) No. of Existing Dwelling Units in this building:No. of Accommodation Units in this buildinq: Is this permit for a hot tub: Yes (X ) No ( ) DoesaFireAlarmExist: Yes( ) No( ) ll OoesaFireSprinklerSystemExist: Yes( ) No( ) ztal4, ilon tr/6 ********'t***************t!*'!**tr**tr******FOR OFFICE USE ONLY******+**,t****t **'t*'t************t'***'t L - B ?0ffi1e' \WaiMsta\cdev\FORM S\PERMITS\€LECPERM.DOC RECD JU 0't t26/2002 TOWN OFVAIL . DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S.FRONTAGEROAD VAIL, CO 81657 970-479-2t38 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M03-0147 $o3 oosq Job Address: 508 E LIONSHEAD CR VAIL Status . . . : ISSUED Location.....: 508 E Lionshead Circle Applied. . : 08/12/2003 ParcelNo...: 210106310010 Issued. .: 081122003 ProjectNo ' TRfOt.,cl1.' Expires. .: 02108D004 OWNER VAI{TAGE POINf,/VAII-, CONDoMINIOS/L2/20o3 Phone: 508 E IIIONSHEAD CIR VAIIJ CO 8L6s7 License: CONTRACTOR AJ.rIJIA}TCE MECHANICAIT og/L2/2OO3 plrone: 920-328-0303 P.O. BOX 18ss EAGIJE, CO 81531 License t L47 -P APPLICAIiTT ATJIJIA}ICE MECHANICAT O8/L2/20O3 PhONE: 970-328-0303 P.O. BOX 1855 E.AGLE, CO 81631 Lricense: L47 -P Desciption: INSTALL NEW OUTDOOR BOILER FOR SNOWMELT OF POOL DECK Valuation: $6,000.00 Firephce Information: Resticted: # ofGas Appliances: 0 # ofcas l.ogs: 0 # of Wood Pellel: 0 '|:l'|a******,|'l:a*:1,|**'la**a*aa**tt*:t*:l Mechonical-> $120 . 00 Restuarant Plan Review-> 90. 00 Total Calcdated Fees--> $153 - 00 Phn Check-> $30.00 DRB Fee----------> 90.00 Additional Fees------> $0.00 Inv€stigalion-> $0.00 TOTAL FEES---------> 9153.00 'lotal Permit F€e-----> $153.00 Will Call-> 93.00 Payments---------> $L53 - 00 BALAI\CE DUE----.> $0.00 '||||||'|''.+.+++++'l|.l.||.|l|.ll'+.|l||'.|tt|l|l|.|*|1.i.*.**'*|*'**.Item: 05100 BUIIJDING DEPARTI.{EIIT o8/L2/2O03 eDAvrs Acrion: Ap IIEM: O55OO FIRE DEPARTMEMT CONDITION OF APPROVALCond: 12 (BIJDG.): FIELD INSPBCTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIATIICE. Cond: 23 (BL,DG.): INSTALTLATION MUST CONFORM TO II{.A}IUFACTURES INSTRUCTIOITS AIID TO CIIAPTER 10 OF THE 1997 I'MC. CIIAPTER 10 OF TIIE 1997 IMC. Cond: 25 (BLDG.): GAS APPLIAIiICES SHALL BE VENfED ACCORDING TO CHAPTER I AND SHALL TER.I{INATE AS SPECIFIED IN SEC.8O6 OF THE 1997 I]MC, OR CHAPTER 8 OF THE 1997 IMC. Cond: 29 (etoe.) a ACCESS To HEATTNG EeurpMEr.lr MUsr couprry wrrlr cErAprER 3 Al.rD sEc.r-or-7 oF THE 1997 I,l,lC AIiID CI{APTER 3 OF THE 1997 IMC. Cond: 31 (BLDG.): BOILERS SHAI;IJ BE MOIJI{TED ON FLIOORS OF NONCOMAUSTIBIJE CONST. IINIJESS I.,ISTED FOR MOI'I{TII{G ON COMBUSTTBI,E FIOORING. Cond: COI[0006060 BOIIJER IOCATION SHAIJIJ BE APPROVED BY DERB PRrOR TO FIDTAL INSPECTION Al{D APPROVAIJ OR USE OF POOIJ AREA DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR HOURS IN ADVANCE BY T 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF \sNmt0fnnly 75 S, Frontrgc Rd.Vall,Cobndo gt6s7 RECEIVED #: Building Permit #: AUG i 2 l0[3 Mechanical Permit #: Permlt will not be accepted wlthout the following:{v1c3-e s7Provue ltlcchanical Roon l.ryout dnwn b rcale too Mechanlcel Room Dlmcnibnso Comburdon Air Duct Size and locatono Fluc, V€nt.nd Gac Une Sizs and LocsUon @'0o Hcet toer Calculstlonro CqulpmcntCut/SpecSh€&Qrc D INFORMA' COHPLETE VALUAIIOII@R ITIEC}|ANICAL PERIT|IT Labor & llaterials) (^ /?1 i t,ty'./c s ' f)7€tcr rob ^ddFFr tr r.,;- /n2,. -/'rr.. Worik Class: rew (zJ- (dditiqn( ) Aheration 1 ; Repak ( ) Other ( ) Boilerlocation: Interior( ) ercrior(,f Otteril Does an EHU o<ist at this bcation: Yes ( ) No ( ) Tvpeof Bldgr slngle-familv( ) Duprex( I r'ruiH-h.r'iry( I Corm*cartzttoturrant( ) other( ) No. d E<b0ng Dwelling Units In mf OuitOlng No. d Accommodation Unlts in this buibing: ffi a lrcod burning *rl.*{.,litrtl.r.****ilrrl.r}1.**t*,1.,13'1.* F!l.n ryon /filn /nE6p{n ON LY,l. t* tf i. * {t rr * * rl.,l. * l. i. * * r* rt ,|r,r * * * ||r * :t * rft * 19 q4 obbln Derhn Raftrr Boad (DRB) apprcval lf any of ure nrchanlcrt nork wlfi inrchrc AItyffior trcrlc rnb Inouaco tttd F;il |tiffied q rqnomt and rcphement of drirnurry sngry metttrthtE Plclce contact a planneiat-i)g-ztze b€|brc suufrlning your rnechanicat pcrmiteppilcadon. Thc Tmn of Vall lus adopted Ure 19S lnErndmal l,tedranhd Od,a (IIrtC) rflflH, the 1997 UnilbrmHdnnhat Code (UMC) is an aodptaUeirernative. Jl rcw onebuclilon nrlUrln the Town of vail is condrlered b be of unustnlly Ught oonfircdon, urusall omDuruon alr ls rcquirerl o Gonwn-nom ouuloG tfie gtructure tbr nrechanical equipmengRcrgrurerfie l99Z UFtb Scc. 7O{;, ---" Torn of Vail Flleolace Odinanoe rn SepbmDer of 1991, the vall Torm oounciladoptrd an ordlnane whlclr rcstrlcts te ooffitruction endure of oP€n hGlldl fireplaoc ttnrrin runlcipdr oounoirrC.---since that gme the odinance hasundcrgonc nunnrcu3_chjmc ano rurisiliirs, q1rr1g rorconrpromlsq lcencctiu€ness In addrsfngdn alr quelltt brrrc. nprsn's ure batfi'"g critsrt, hac bcrn doprerr: r oonrtnrsuon of opan heeflfr rrood burnhq tlr€ptrces b no tonggr p€lmttbd withln Town of vallmunldpal Doundrde, r IIqIh+tldF- Eachnurturciling untt rnry contain:one (l) EPA Phts n certillcd silc rt a burning oetnce ana no mrc tfran tuo (2) gns appthnoes(Butm) OR TxD (2) gts log lfreplrcoo and no morc than tu,o (2) gac apptiance flruptaces (B b€nt). o B44la m{nnquntr - Eect nerr recrricbrt dwefling unit mry contatn:one (1) gas rog-nnprace ana not ilte dran one (1) gar appfiance fircprae. o Aconmeaeflol un$e- Each neu,arummodetion unitmrrontain!ote (r) gas tog ||rcptae o, one irjgas apptianoe fi,€tiice. r fftrrc or mofi sef]S dr*elling unlB or aooommodation unlts ere ombined to fiorm on€ tar3erunl$ llra comblnci untt rnay-r€dffi;; rmrlburnlng fircdee (if one aheady exbte) and no moretfran 2 ger aDpfianoc nrepriac, oi rii bnort up b tso exbung fi rcpracca to gas. r rf dutlng tltc oource-of N rumodd an exfctlng rJUoodburnlng fircplaoe is alhrud or moved, the unitmldu|gr GorDly.utlul-tll prorlsions oiure6tiinan".,'ilit-il, u," firuphce rtrlst be @nu€rte! tomur]rl gmorllptaed Din epl phme ncertffierl unit:---' F:/curtaa/lbrrr,/m.dtp.rnl AurH-2003 1l :21rr From-DAl|L 6115 +s70s{57081 T-697 P.00t/00? F-605 Hydronic --T I Boilers , lllcHtY rHERll v- iR Iol0hf,reLrq DAUIS i*€.t" F,on, 4 PAqPS Jwrufr^rlepE A --r I I I I cast lon SCPr- Blorue 29r{rr Cast Iton 40v'. Bronze 4f/'. +i Cast tton | 1Vn Bronze | 1% tndoor/Outdoor Slzes I 75.400 submlttal Data - CaBt lmn 5lA, Bronze 2/. "'Ve|:r dal|Ter r9qureo oriy lor U,S, in(bor in3Elhrions ol sizes l7$250 Hydronic Healing Boilel wlth mounted PumP Standard . ASME 1@ lb. wotking pressure heat exchanger. 24V connol system . Openting valveJpressure regulalot . Redundanr saleiy gas valve . Operarlnq control. Manual reset high tempetature limit . Sanding pilot (system f 1| . Water llow sensing device . Pressure relief valve O5 PSI) . 115/24V kanslormer . Terminal slrip . Temperalure/pr€ssure gauge . On/otf loggle switch . EM: pqmp conhol wlth relaY (Model Pl'll . Stainless steel bumers . Glass lined oast iron haad6rc . 2 amo luse;. 1 oo%shuroff/lockout (sy$tem fl) . Vent damper (required for U.S- indoor installarions of 175.250) Equlpment Dimensional Dab Inputr Outputr BTTJ/h ETU/h r 1000 r1000 lndoor Size Ges Connection Sizc inch€se Nalural Dimensions inohe*Water Conn Size inches B with vent wilhout vont Dampef oampsr shipping Welght tbs6 \ 175 ----r450 s25 400 1-112 18 26-112 1-1t2 22-1f2 31 1.112 2+314 35-1/4 l.lE 31-3t4 40-114 28-12, 23-11230-1n 24-314 25-718 26-7t8 6 2557 2*?'I 32s 9 360 175 142 1l2l3l4 u2 250 203 314 1t2 325 263 314 1E 40a 324 St4 112 lhputr Outputr Outdoor ETtlih BTUrh Size 11000 x1000 Gas Connection Water Size inchesr Conn Naturrl LP Dimensions inchasr SNze A inches Shipping Weight lbs3 175---$s0 325 400 lzs 1s7 ltzht4 1P,2s0 195 314 112 32s 254 3t/4 lE 400 312 314 112 1.112 22-112 31 18-v8 7 1.18 26-U4 35-1/4 19-31/16 I 1.112 31-3/4 40-1t4 22-318 I 2552E? 325 360 iroTEsi 1, Inpurand output must be deratEd 4% per 1000 feel abov6 sEa levd when inslallecl above 2000 feet alllhld€ a Oimansions are nomlnal. 5. Unns wirn pumps add 20 pounds. 6. Venr clamper requlreO only for U'S. indoor in6rirlla on ol sizss r 75-250. Rate of FIow and Pressure Hd, LossGPM FT. Hd, LossGPM Ft, Hd. LossGPM Ft. Drop - 175\ ^so 325 400 14 29 25 31 0.5 2,1 9.4 5.2 o 13 17 21 2,1 3.4 11 16 20 25 0.6 1.2 0.5 0.E 1,4 2.3