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Home My WebLink AboutPOTATO PATCH CLUB CONDOMINIUMS COMMONNOTE: THIS PERMTT MUST BE POSTED ON JOBSITE AT ALL TIMES -7.-:.\ i I t\/\,ll \ | tfF\\/lt| mtyuFffitZ-E;ffiffi- Town of Vail, Community Developmenl, 75 South Frontage Road, Vail, Colorado 816b7 p. 97 0.47 9.21 39, f . 97 O.47 9.2452, inpsections S7 0.47 9.21 49 Permit #: 808-0338 Proiect #: QfZ.So+-at t D ADD/ALT COMM BUILD PERMT Job Address: 950 POTATO PATCH DRVATL Location......: POTATO PATCH CLUB CONDOS ParcelNo....: 210100306044 OWNER BOOTH CREEK MANAGEMENT CORP O9I23I2OO8 950 RED SANDSTONE RD 43 VAIL co 81657 APPLICANT NEDBOCONSTRUCTION 09/23/2008 Phone:970-845-1001 P.O. BOX 3419 VAIL co 81658 License; 251-A CONTMCTOR NEDBO CONSTRUCTION P.O. BOX 3419 VAIL co 81058 License: 251-A Description: OFFICE SPACE ADDITION Occupancy: B Type Construction:VB 09/23112008 Phone: 97&845-1001 FEE SUMMARY Building Permil Fee*---->$5,133.75 Will Cal Fee----- Status . . : Applied . . : lssued . .. : Expires . ..: ISSUED 09t2312008 11/05/2009 05/05/2010 Valuation: Total Sq Ft Added: $900,000.00 v595 Plan Check-----$4.00 $17,800.00 $0.00 $2,878.s0 $29,153.19 Total Calculated Fees--------> Additional Fees-------------> TOTAL PERMIT FEES.------.> Payments----- BALANCE DUE--.--_----> $29,153.19 $0.00 $29,153.r9 $29,153.19 90.00 Add'l Plan Check Hours-> I nvestigation-----------> $0.00 Restuarant Plan Review---> $0.00 Recreation Fee-----------> Total Calculated Fees------> DECLARATIONS I hereby acknowledge that I have read this applicalion, fllled out in full the information required, completed an accurate plol plan, and state that allthe information as tequired is correct. I agree to comply with the information and plot plan, to compiy with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENW.FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM - 4:00 PM. bld_alt-construclion_permit_04 1 908 Permit #: 808-0338 APPROVALS as of 11-06-2009 Item; 05100 BUILDING DEPARTMENT 1011312008 cgunion Action: CR F:\cdev\CHRI S\PERMIT. COMM ENTS\808-0338\B08-0338. DOC 11/06/2008 cgunion Action: AP APPROVED REVISED CORRECTED PLANS Item: 05400 PLANNING DEPARTMENT 0912412008 bgibson Action: AP plans routed to B-5 1012712008 bgibson Action: AP corrections approved by planning. plans routed to Chris Gunion. Item: 05600 FIRE DEPARTMENT '10/03/2008 McGee Action: AP NFPA 72 compliant fire alarm system required. NFPA 13 fire sprinkler system required. See the Conditions sectaon of this Document for any that may apply. Status: ISSUED bld_all_construction*permit_04 1 908 Permit#: 808-0338 CONDITIONS OF APPROVAL as of 11-06-2009 Status: ISSUED Cond: 1 iFIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: CON0010361 NFPA 72 compliant fire alarm system required. NFPA 13 fire sprinkler system required. Cond: CON0010420 (BLDG.): STAIRWAYS ARE REQUIRED TO MEET SECTTON 1009 OF THE 2003 tBc. Cond: CON0010419 (BLDG.):GUARDS ARE REQUIRED To MEET SECTTON SECTTON 10i2 oF THE 2003 tBC. Cond: CON0010421 NWCCOG ELEVATOR PERMIT REQUIRED Cond: CON0010422 SPECIAL INSPECTIONS REQUIRED PER IBC CH 17. CONCRETE, SOILS, STEEL AND WELDING. SEE SPECIAL INSPECTION STATEMENT IN THE FILE, REPORTS TO BE SUBMITTED TO BUILDING DEPARTMENT Cond: CON0010423 SEE CONDITIONS RED-LINED ON THE PLANS bld_all_construction_perm it-04'1 908 ************+*************+**+***!t*****{.**+*****'t {.*******'i'it*'}*{.'t'*********'|.+*****'}**{.'t{.***** TOWNOFVAIL, COLORADO Statement * * * * * * * * 'i t* * *******'| * 'l * *:f * *:i. * 't* ***{r***!t+**il'**t**'l*********{**ft*'a******t**********1*1.**'i**** Statement Number: R09000L508 Amount: 925,?53,L9LI/06/200908:10 AM Paymen! Method: Check CONSTRUCTION Init: SAB Notation: 36303 NEDBO Permit No: Parce1 No: site Address : L,ocation: This Payment: 808-0338 2101-053-0504-4 950 POTATO PATCH DR VAIIJ POTATO PATCH CIJUB CONDOS $25, 7s3 .19 Type: ADD,/ALT coMM BUfLD PERMT Total Fees: $29,153.19 TotaL A],L Pmts: $29, L53.19 Balance :$0.00 +*** * * ***{. **{. * * t * * **{. ***r* * * * * * ***!t tl ** * * * * * * * * * * * * * * * * * * * + + * * * * * * * {' | + t * * * * * * * { ***** **:li {i* * *'l'l* ACCOUNT ITEMLIST: Account Code Des c riDtion Current Pmt.s BP PF RF UT wc 00100003LL1"100 001000031L2300 111000031-12700 11"000003106000 00100003112800 BU]LDTNG PERMTT FEES PI.AN CHECK FEES RECREATION FEES USE TAX 4t WII,L CAI,I., INSPECTION FEE 5,1-33.75 936 .94 2,878.50 17, 800. 00 4 .00 BUILDING PERMIT APPLICATION Separate Permits are required for electrical, plumbing, mechanical, fireplace, etc. r p.ri."iealr"=. gitt F,)"irtn,cir""lt rAaa i t/,1/rT5 qJ v+7 : GontractorInformation la',- conpanv: ,/Ul76O (O.l./j TzZuc T /(t Company Address: r,"j""n PRL0I-014Q BuildinsPermit#, TA\ - }'hg Detailed Description of Work; LflA /]/f8",'f t conpanyen: FTf-lld/ r"r: *5-619 contaa ruame: FZ z-z tri {OfSBr, Contact Ph:V// -o26 r' ceu: c)?/ -<teGY E-Mail: Le gal Descri pti o "Y'*g{Btk # SrOAluision' JobName: jZtazc ?rrx-t Oaflcz tfuAi-rz,-u :t&fu"tn 74pOwner Name: Mailing Address: (For Parcel # Contact Eagle visit www.eaglecounty. us/patie) Valuations (Labor & Material) Building $ Plumbing $ Electrical $ Mechanical $ eu.st g Fi r e-. f , *11 v f ol a' "- ,')-Yd.i4 7d t//tSr,-'tt- cJ€4ce Ont 2ar"tzA l,qfcn (cugllouJz (Use additional sheet if necessary) E-Mail: FalJlzr a 6ffc ll4ertt72c7), (o1 New( ) Additionp$.Remodel ( ) Repair( )Other( ) Work Type: Interior( ) Exterior( ) Both $ Building Type: Singl+Family ( ) Two-Family ( ) Multi-Family ( ) Commercialf{ Townhome ( ) Other( ) # & Type of Existing Fireplaces: Gas Appliances ( ) GasLog( ) Wood/Pellet ( ) Wood Buming ( ) # & Type of Proposed Fireplaces: Gas Appliances ( ) Gas Log ( ) Wood/Pellet ( ) Wood Burning ( ) Does a Fire Sprinkler System Exist: Yes ( ) tlo 0{ Date Received (required) Property Information Does a Fire Alarm Exist: Yes D4 No ( ) Monitored Alarm: Yes L4 No ( ) 70,o oa,0 L/ ba,o oa.0c) Total $ ?cclcco 'aO ' TOWN rtF \/n l Transmittal Form Revision Submittals: 1. "Field Set' of approved plans MUST accompany revisions2. No further inspections will be performed until the revisions are approved & the permit is re-issued.3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. Permit #(s) information applies to: ( ) Revisions ?-R$iponse to Correction Lefter' _attached copy of correction letter ( ) Deferred Submittal ( ) Other Proiect Address:q5D S4az25foile- conractPh: Q7?-o?cy cel: QTaA 6* e-uait: {?ct-z-ttz (? n)t:ac> .C*-'t* Town of Vaif Contractor Registraiion Uo: 25/ ,/4- fel Fax: Description / List of Changes: Revised ADDITIONAL Valuations (Labor & Materials) (DO NOT include original valuation) Building $ Plumbing $ Electrical $ Mechanical $ Fire Sprinkler/Alarm $ Total $ ,<Vr. rc.,z+zs Sl 4 8 # ,U,/Z4rUo' (Use additional sheet if necessary) EGrEo*=[|l\ ffcT 28 2nnn lg TOWN OF VAIL F) nl Date Received: 'l {' * * * ** * +* * { * t * * + * * * * * * * {' * * * * * 't 't * * * {' t 'l * * 'l * {' * * * 't * * * *i ** * *:i't* ** * * 't 'r****f* * * ti * ***** ** * * * **'t ** 'r TOWNOFVAIL, COIORADO $afeinent *t++**+********************l'*{r*****rllaat+{1*******t+*a*at**+ff***'tt+*+**+*a*a*t****l'}***lr!r Statement Number: RO8OOO1731 Anount: 92,4OO.OO Og/23/2OOeo3:58 PM Pal.ment Method: check CONST Ini! ! aILE Notation! 34902 NEIDBo 808-0338 Type r ADD,/ALT COMM BUIITD PERUT 2101- 053 - 0604 - 4 950 PO?ATO PATCH DR VAII., POTATO PATCH CLI]B COIIDOS Total Feea: i25,214.69 $2,400.00 ToE,aI ALIJ Pmta: $2;400.0O Balance! 523,874,69 {' l"}*{r{ *d.**l''|** *****f * r++++++ttt++++++++t+t+*+*'}*'t't*'t*'}'t*'r '}r***** * **'r'r**{.i** *'t't**+***f *t*'t*** Permit No: Parcel No: Site Addregs : . IJocation: This Palment : ACCOI,JNT ITEM LIST: Account Code PF 001000031L2300 DeEcription PIJAIV qHECK FEES Currcnt Pnt6 2, 400 . oo CTL ITH OM PSONW GEOTEC HN ICAL I NVESTIGATION POTATO PATCH CLUBHOUSE ADDITION 950 RED SANDSTONE ROAD vAlL, coLoRADO Prepared For: NEDBO CONSTRUCTION P.O. Box 3419 Vail, GO 81658 Attention: Mr. Howard Bridgland Project No. GS05285-1 25 October 9. 2008 234 Center Drive I Glenwood Springs, Colorado 81601 Teleohone : 970-945-2809 Fax: 970'945-7 411 TABLE OF CONTENTS Excavations,.. Structural Fill .. .............4 FLOOR SYSTEM AND SLABS-ON-GRADE,.,.... SURFACE DMINAGE..... LIMITATIONS. FIGURE 1 . APPROXIMATE LOCATIONS OF EXPLORATORY PITS FIGURE 2 - SUMMARY LOGS OF EXPLORATORY PITS FIGURE 3 -GRADATION TEST RESULTS TABLE I- SUMMARY OF LABORATORY TEST RESULTS NEDBO CONSTRUCTION POTATO PATCH CLUBHOUSE ADDITION PROJECT NO. GS05285-125 s:\Gs05?e5,0o0\'12512. R6pon.\Gs05285 125 R1.doc SCOPE This report presents the results of our geotechnical investigation for the proposed Potato Patch Glubhouse Addition at 950 Red Sandstone Road in Vail, Colorado. The purpose of our investigation was to evaluate the subsurface conditions at the site and provide design-level geotechnical recommendations for the proposed construction. Our report was prepared from data developed during our review of previous investigations at the site, field exploration, laboratory testing, engineering analysis and our experience with similar conditions. This report includes a description of the subsurface conditions found in our exploratory pits, and presents recommendations for design and construction of foundations, slab-on-grade construction and details influenced by subsoil conditions. The recommendations contained in this reportwere developed based on our understanding of the proposed construction. lf plans change significantly we should be provided with building plans so that we can check that recommendations herein are applopriate. A summary of conclusions is presented below. SUMMARY OF CONCLUSIONS Soils encountered in our exploratory pit TP-1 consisted of clayey sand or gravel. We found foundation wall backfill above the natural sands and gravels in TP-2. The natural sand or gravel was observed at and below existing footings. Free ground water was not encountered in our exploratory pits. The addition can be supported on the existing or new footing foundations supported by the undisturbed, natural sand or gravel' or densely compacted structural fill. The structural engineer should evaluate the existing foundation system if it is used to support the new construction. Design and construction criteria for footings are presented in the report. We judge potential for differential movement will be low for new slabs' on-grade supported by the undisturbed, natural sand or gravel or structural fill. Additional discussion is in the report' Surface drainage should be designed to provide for rapid removal of surface water off of pavements and away from the building' NEDBO CONSTRUCTION POTATO PATCH CLUBHOUSE ADDITION PROJECT NO. GS05285-125 StGS05285.000\125\2. Reportslcs05285 '|25 R1.doc 1. 2. 3. 4. SITE CONDITIONS The Potato Patch Glubhouse is located at 950 Red Sandstone Road in Vail, Colorado. The clubhouse is a one and two level structure reportedly built in the 1960's or 1970's, Landscaping, patios, tennis courts and a swimming pool are around the clubhouse. We spoke with the architect and contractor for the proposed addition. Reportedly, there have not been significant or noticeable structural problems with the clubhouse. Some spalling of exterior concrete and stucco exists in one area. Problems with the roof leaking have been reported. The structure is supported by a footing foundation system and the lower level floor is slab-on-grade. PLANNED CONSTRUCTION We understand that plans involve construction of a second level in the area of the existing flat roof where the building is currently one level. The result will be that the entire clubhouse will be a two-level structure. New footings may be required at new structural columns. Plans are to use the existing footing foundation system in other areas. SUBSURFACE CONDITIONS Subsurface conditions in the area of the planned building were investigated by excavating two exploratory pits (TP-1 and TP-2) at the approximate locations shown on Figure 1. Exploratory pit locations were constrained by existing structures and utilities. The pits were excavated by Nedbo Construction. Exploratory pits were observed by our project manager who logged the soils encountered in the pits and obtained samples for testing in our laboratory. We observed the contact of the existing footings with the soil. We considered subsurface information from exploratory borings drilled by others. Graphic logs of subsurface conditions encountered in our exploratory pits are shown on Figure 2. NEDBO CONSTRUCTION POTATO PATCH CLUBHOUSE ADOITION PROJECT NO. GS05285-125 stcs05285.000\12512. Repons\Gs05285 125 R1.doc Soils encountered in our exploratory pit TP-1 consisted of clayey sand or gravel. We found foundation wall backfill above the natural sands and gravels in TP-2. The natural sand or gravel was observed atand below existing footings. Free ground water was not encountered in our exploratory pits. Samples of the soil from our pits were returned to our laboratory fortesting. A sample of the sand contained 31 percent gravel, 50 percent sand, and 19 percent silt and clay size particles (passing the No. 200 sieve). Results of gradation testing are shown on Figure 3. Laboratory test results are summarized on Table l. SITE EARTHWORK Demolition Below new footings all concrete flatwork, pavement, underground utilities, organic material and debris should be removed, as these elements, if left in place, could result in erratic support for new structures. All remnants of the foundation should be removed unless they are to be reused. Measures should be taken to protect elements that are to be reused. Existing fill (if encountered) should also be removed to natural soil. Excavations Excavations for new foundations and utilities at this site can be accomplished using conventional, heavy-duty excavation equipmenL Excavation sides will need to be sloped or braced to meet local, state and federal safety regulations. The sand or gravel will likely classify as a Type C soil based on OSHA standards governing excavations. Temporary excavation slopes deeperthan 4feetshould be no steeper than 1.5 to 1 (horizontal to vertical) in Type C soils. Contractors should identify soils exposed in excavations and refer to OSHA standards to determine appropriate slopes. Gontractors are responsible for site safety and providing stable excavations. We do not anticipate ground water will affect the proposed construction. NEDBO CONSTRUCTION POTATO PATCH CLUBHOUSE ADDITION PROJECT NO. GS05285-125 si\G305285.000U25U. Reoort6\GS05285 125 R1.doc Structural Fill Existing fill should be removed from below new footings. Structuralfill may be required to attain or re-attain grades below foundation or slabs-on-grade after demolition. The on-site soils will likely be suitable for use as structural fill. Structural fill should be moisture-treated to within 2 percent of optimum moisture content and compacted to at least 100 percent of standard Proctor (ASTM D 698) maximum dry density. The actual thickness of fill liftthatcan be properly compacted will depend on the type of compaction equipment. Our representative should be called to observe placement and check compaction and moisture content of the structural fill. Fill and Backfill Properly compacted fill and backfill adjacent to foundation walls and in utility trenches is importantto reduce subsequentseftlementof backfill soils and infiltration of surface water. Backfill soils should consist of the on-site soils, free of rocks larger than 3 inches in diameter, organic matterand debris. Backfill should be placed in thin lifts, moisture-conditioned to within 2 percent of optimum moisture content and compacted to at least 95 percent of standard Proctor (ASTM D 698) maximum dry density. Density and moisture content of backfill should be checked by a representative of our firm during construction FOUNDATIONS Our subsurface information indicates the natural clayey sand or gravel is present at existing and proposed foundation elevations. The building can be supported on the existing or new footing foundations that are supported by the undisturbed, natural sand or gravel or densely compacted structural fill. Completed foundation excavations should be observed by a representative of our firm to confirm that the exposed soils are suitable for support of the footings as designed. lf deemed acceptable by the structural engineer, the existing foundation system can be used to NEDBO CONSTRUCTION POTATO PATCH CLUBHOUSE ADDMON PROJECT NO. G505285-125 s:\GS05285.000U25\2. Reports\Gsosz8g 125 R1.doc support the new construction. The existing foundation system may settle after the addition of new loads. The settlement may result in cracking of drywall. The contractor shoutd anticipate some repair of drywall in the building. Recommended design and construction criteria for footing foundations are presented below. Footing foundations should be supported by the undisturbed, natural sand or gravel or densely compacted structural fill. Soil loosened during the forming process should be removed or recompacted. Footings should be designed for a maximum soil bearing pressure of 2,000 psf. New continuous wall footings should have a minimum width of at least 16 inches. Foundations for isolated columns should have minimum dimensions of 24 inches by 24 inches. Larger sizes may be required, depending upon foundation loads. New grade beams and foundation walls should be well reinforced, top and bottom, to span undisclosed loose or soft soil pockets. We recommend reinforcementsufficientto span an unsupported distance of at least 10 feet. Reinforcement should be designed by the structural engineer. The soils under exterior footings should be protected from freezing, We recommend the bottom of new footings be constructed at a depth of at least 36 inches below finished exterior grades. FLOOR SYSTEM AND SLABS-ON-GRADE Based on our laboratory test data and our experience, we judge that slab-on- grade construction can be supported by the undisturbed, gravel soils with low risk of differential movement and associated damage. Existing fill should be removed from below new slabs-on-grade unless we are supplied with records of fill placement. Structural fill may be required to attain grades for areas of the building floor. Structural fill should be ptaced and compacted as described in the Structural Fill section. Slabs should be separated from exterior walls and interior bearing members with slip joints which allow free vertical movement of the slabs. Underslab plumbing should be pressure tested before the slab is constructed. Plumbing and utilities NEDBO CONSTRUCTION POTATO PATCH CLUBHOUSE ADDITION PROJECT NO. GS05285-125 SiGS0s285.000\125\2. Reporls\Gs05285 125 Rl.doc 1. 2. 3. 4. 5. which pass through slabs should be isolated from the slab with sleeves and be constructed with flexible connections to slab supported appliances. Exterior concrete flatwork should be isolated from the building. These slabs should be well-reinforced to function as independent units. Movements of these slabs should not be transmitted to the building foundation. Frequent controljoints should be provided to reduce problems associated with shrinkage and curling. BELOW.GRADE CONSTRUCTION We expect that no new below-grade areas will be constructed in the building' lf below-grade areas will be constructod, we should be informed so that we Gan provide geotechnical input. Recommendations for lateral earth pressures and subsurface drains will be required' SURFACE DRAINAGE Surface drainage is critical to the performance of foundations, floor slabs and concrete ftatwork. We recommend the following precautions be obserued during construction and maintained at all times after the construction is completed: 1. The ground surface surrounding the exterior of the building should be stoped to drain away from the building in all directions. In landscaped areas, we recommend providing a slope of at least 6 inches in the first 5 feet around the building. 2. BacKill adjacent to foundation wall exteriors should be placed and compacted as recommended in the placed and compacted as recommended in the Fill and Backfill section- 3. The building should be provided with roof gutters and downspouts. Roof downspouts and drains should discharge well beyond the limits of all backfitl. splash blocks and downspout extensions should be provided at all discharge Points. 4. Landscaping should be carefully designed to minimize irrigation. Plants used near foundation walls should be limited to those with low moisture requirements; irrigated grass or other landscaping requiring comparatively large amounts of irrigation should not be located within 5 feet of the foundation. sprinklers should not discharge within 5 feet NEDgO CONSTRUCNON POTATO PATCH CLUBHOUSE ADDITION PROJECT NO. GS05285-125 Sr\GS05285.000\125\2 RoPortr\Gso5285 125 Rt.doc of the foundation. lrrigation should be limited to the minimum amount sufficient to maintain vegetation. 5. lmpervious plastic membtanes should not be used to cover the ground surface immediately surrounding the building' These membranes tend to trap moisture and prevent normal evaporation from occurring' Geotextile fabrics can be used to control weed growth and allow some evaporation to occur. LIMITATIONS Our exploratory pits were located to obtain a reasonably accurate picture of subsurface conditions on the lot Variations in the subsurface conditions not indicated by our pits will occur. We should be called to obsewe exposed soils in new foundations excavation to confirm that the soils are as anticipated and suitable for support of the foundation as designed' This investigation was conducted in a mannerconsistentwith that level of care and skill ordinarily exercised by geotechnical engineers currently practicing under similar conditions in the locality of this project. No warranty, express or implied, is made. lf we can be of further service in discussing the contents of this report, please call. cTL ITHoMPSON,lNC. Graig A. Project CABTJM:c (5 copies sent) NEDBO CONSTRUCTION POTATO PATCH CLUBHOUSE ADDITION PROJECT NO. G505285-125 S1GS06285.000\125\2. Reports\Gs05285 125 Rl.doc NOTE: Locollons of cxplorutory pits ore opproximote. CLUBHOUSE ffi>(tJ Nedbo@Gtnrcitlcnmb Pabh C*.6tp|.F Adddon Project No. GSo5285-125 @ U #j Locations of Exploratory Pits Flg. 1 TP-I TP-2 Approxlmolc Exldlng Foollng Elcvotlon co!t I !tao ooL- c s o-oa I.EGEND: X Flll, grwcl, cloyty' cobbbs' foundqtlon wqll bockflll. Sond or grsvcl' cloyey, mrdlum dtnlc, molrl lo vcrY molrl, brown. (CC-SC) Indlcolcs bulk tomplc. SUMMARY LOGS Prolcct No. GS05285-125 NOTES: 1. ExplorulorY Plir wcru cxcovohd by hond bY Ncdbo Constructlon oh Scptcmbcr 28 or 29, 2008. 2. No frrr ground wolcr wol found In lhc rxPlotutorY Pllr ot thc ilmc of excovoflon. 3. Locqflons of rxPlotulorY Pltr rhown on Flgun I orc opproxlmotc. 1. Thoc cxplorotory Pltr onr rubfccf lo thr cxPlonollonr, llmltollonc ond conclurlont or conlolncd In ihb rrPorf. OF EXPLORATORY PITS ffi F flg. 2 25 HR 7 HR. 45 MtN. 15 MlN. IJ.S. S'TANDARD SERIES 100 '50 '40 ',30 '16 '10 '8 3/4' 1yz' 3' 5'6' 8' 20 30 40 60 70 80 90 100.074 .149 .297 .590 1.19 2.0 2.38 4.76 o_42 DIAMETER OF PARTICLE IN MILLIMFTERS CLAY (PLASTIC) TO SILT (NON.PLASTIC) Somple of From SAND, CLAYEY (SC)31 o/o SAND SILT & CLAY 19 o/" LIQUID LIMIT PLASTICITY INDEX TP. 1 AT 3.5-4 FEET % "/o -0 r l !zoI lso I lno-tI -lI :60I -..1 70l 1eoI lno-t = 1oo 70 60 40 30 20 10 0 451 100 90 80 o7nz-6 s60 F Ero ttrd40 '50 '40 '30 '16 '10 '8 CLEAR SOUARE OPENINGS 3/8' 314' 1Y"' 3'60 MtN. 19 MlN. 4 MrN. 1 MlN. 200 '100 .074 .149 .297 .590 1.19 2.0 2.38 4.76 o.42 DIAMETER OF PARTICLE IN MILLIMETERS CLAY {PLASTIC) TO SILT (NON-PI-ASTIC) SILT & CLAY PLASTICITY INDEX LIQUID LIMIT Gradation Test Results oh % Yo % % Nedbo Construction Potato Patch Clubhouse PROJECT NO. GSo5285-125 SjGS05285.000\125\6. CalcsIGS052S5Gradation-xl6 0) ozo F I E a/)a J J a I - 2 9s,cnNlR Cfi r'\ = --{>' o) oF ulFz a-) F o t Fz^ul!^e€t il(J) zi, HFs LLI 'N aF f tr I.IJ co l|lr IFl< ox^ EH* )n l....L =l-^;>s:l--J_ 0(>=l! .r-tll=2o r LLI<EE)^ F-v<oz> .ri-F u.J l+ v u? F,a=lll .,|n F r(,N5 rat coNroooo ciz (-) uJaPy1LF Jf,a IJJt Fa IJJF tor+F :tll (Y FE J IIo t = =:)a F fi GOMcheck Software Version 3.S.2 t V I Interior Lighting Applicationt-l Worksheet 2003 rEcc Report Date: Data filename: S:\BGProjects!8643.00 Potato Patch Ofiice Expansion\Engineering\Electrical\CALcs\lnitialCommcheck-Ogz2o8.cck Section 1: Allowed Lighting Power Galculation A Area Category B Floor Area CD Allowed Allowed Watts (frz)Watts / ftz (Bxc) Office Allowance: Visual oisplay Terminals / Fix. lD: 2 Lobby - Other Corridor, Restroom, Support Area Convention, Conference or Meeting Center Allowance: Decorative / Fix. lD: l6 685 685(a) 560 390 480 48O(a) 1.1 naF 1.3 0.9 1.3 1 24O(b) 728 35'1 624 400(b) Totat Allou€d Vvatts = 3@6 (a) Area claimed must not exceed the illuminated area permitted for this allowance type. (b) Allowance is (B x C) orthe actualwattage ofthe fixtures given in Section 2, whichever ia less. Section 2: Proposed Lighting Power Calculation A Fixture lD : Description / Lamp / Wattage Per Lamp / Ballast BCOE Lamps/ # of Fixture (C X D) Fixlure Fixtures Watt. Oftce (685 sq.t.) 33o 280 OU Lobby - other (560 €q.ft) Compact Fluorescent 1i Twin Tube 18W / Electronic Incandescent 2: Incandescent 35W Linear Fluorescent 2: 24" Te 17W/ Magnetic 1 15 22 1835 1320 Compact Fluorescent 2: Twin Tube 18W / Electronic Incandescent 3: lncandescent 35W Linear Fluorescenl 1: 24" TB 17W / Magnetic 1 3 20 Corridor, Ralrtroom, Support At€€ (300 eq.ft.) Compacl Fluorescent 3: Twin Tube 18W / Electronic Incandescent 4: Incandescent 35W Linear Fluorescent 3: 48" TB 28W (SuperTS) 1 Electronic 1 16 23 11435 1 1 2'l 55 60 368 490 OU 20 5 I 420 175 60 Corwent'on, Conference or lieetlng Center (480 sq.fi.) Compact Fluorescent 4: Twin Tube 18W/ Electronic 1 I 22 176 lncandescent 5: Incandescent 35W 1 7 35 245 lncandescent 7: Assumed Decorative / Other 1 2 2OO 400 Total Proposed Watts = 3064 Section 3: Compliance Galculation lf the Total Allowed Watts minus the Total Proposed Watts is greater than or equal to zero, lhe building complies. Total Allowed Watts = Total Proposed Watts = Proiect Compliance = Poject Title: Potalo Patch Office Remodel/Addition Report date: 09,?2/08 Oata {ilename: S:\BGProjects\8643.00 Potato Patch Otfice Expansion\Engineering\Electrical\CALCS\Initialcommcheck-092208.cck Page 30f 3@6 3064 32 Architectural Comments: 1. Revise cover sheet where design build is referenced for electrical, plumbing and mechanical. Engineered plans are required for commercial buildings. IBC 106 Architects response; HVAC and electrical plans were provided. plumbing plans shall be provided. 2. Revise A1 .1 to show the accessible parking space(s) and the accessible route to the accessible building entrance per IBC 1 104, IBC 3400 and ANSI 1 1 7.1 1 198 Architects response; Site plan has been revised. 3. Revise A1 .1 to show the exit discharge route to the public way from the rear building exit stairs. Architects response; Site plan has been revised. 4. Revise A'1 .1 to show the location of the property lines on the plan. Architects response; The lines are not property lines. They only designate general common elements. Refer to Peak Land Consultants survey for data. 5. Revise 41.2 to indicate the 2008 National Electrical code as adopted by Town of Vail. Architects response; Cover sheet has been revised. 6. Revise 41.2 building height and area calculations. Plans indicate this building is not provided with an automatic fire sprinkler system throughout. No fire sprinkler increase is permitted for area or height. Architects response; Area calculations have been revised. Area is well below --rnaximum area allowed by IBC 2003. 7. Revise A2.1 to indicate finish elevation at the exterior landing of the main entry door. ANSI 117.1 1998section 303. Architects response; Finish slab elevation is noted on plans. Finish floor at new entry will be flush with exiterior slab. Gwothmey Prott Schullz Lindoll Archilecls, P.C. 1000 Soulh Fronloge Rood Wesl, Suite ,l02 r Voil, Colorodo 8.l557 t lel:970.476. ll47 {ox: 970.476.1612 in{o@gpslorchilecls.com . www. gpslorchitecls.com I 8. Show door thresholds to comply with ANSI 117.1 1998 section 303. Multiple sheets Architects response; Plans have been revised to show /2" max threshold. 9. Revise plans to provide a t hour assembly at the space under the stairs. IBC 1019.1.5. Multiple sheets Architects response; Plans have been revised. 10. Revise plans at new entry stairway. Guardrail heights are required to be 42' and the side of stairs and at the stainruay landings, IBC 1 012. Multiple sheets Architects response; Plans have been revised 11. Revise plans at the private bathroom located adjacent to the office. The bathroom shall comply with IBC 1109.2 exception 1 items 1.1-1 .4 are permitted. All other elements of the bathroom must comply with ANSI 117.1 1998. Multiple sheets Architects response; Plans have been revised to show clear floor area and noted for grab bar reinforcing in walls. 12. Revise accessible bathroom plan. No other fixtures or obstructions shall be in the water closet clearance. ANSI 1 1 7.1 1 998 section 604.3.1 . Multiple sheets Architects response; Plans have been revised. 13. Revise plans to provide a drinking fountain and a service sink per IBC ch. 29. Architects response; Plans have been revised. 14. Revise all exterior elevations and sections io indicate minimum 42" guardrail height. Multiple sheets Architects response; Plans have been revised. 15. Amend plans at flat rool areas to show a class A roof covering per TOV ordinance. Multiple sheets Architects response; Sections have been noted: roof covering will be class A. Gwothmey Proft Schultz Lindoll Archifects, P.C. lOO0 South Fronloge Rood West, Suite 'l02 r Voil, Colorodo 8'|657 t tel:970.476.1 147 lox 97O.476.1 612 info@gpslorchitecis.com r www. g pslo rchilecfs. com 16. Revise all stairway plans to show handrail extensions at top and bottom of stairs per ANSI 117.1 1998 section 505.10. Multiple sheets Architects response; Plans have been revised. 17. Revise plans to include the proposed handrail cross section. Show compliance with ANSI 117.1 1998 section 505.7. Multiple sheets Architects response; Detail has been provided on plans. 18. Revise plans to show attic access locations per IBE 1209.2. Multiple sheets Architects response; Plans have been revised. 19. Revise detailZA5.5 threshold and landing height to comply with IBC 1008.1.6. Architects response; Plans have been revised. 20, lnclude a fixed ladder, working platform and catwalk for access to all rooftop mechanical equipment. Refer to IMC 306.s for all requirements. Architects response; Roof is under 16 feet in height at Northeast corner of building and does not require a fixed ladder for access. Refer to IMC ch. 306.5 21 . Provide guards at all rooftop mechanical equipment within 10' of the roof edge per lBc 1012.5. Architects response; All mechanical equipment is beyond 10 feet of the roof edge And will not require guards. 22. Include a statement of special inspections per IBC ch. 17. The statement should include a list of all required special inspections, and the names, qualifications and certifications of the firms and individuals who will perform the special inspections. Architects response; Contractor will provide the names of individuals that will perform any special inspections and the nature of them. Gwothmey Prott Schultz Lindoll Archilects, P.C. 1000 Sourh Fronioge Rood Wesi, Suite 'l02 r Voil, Colorodo 8I657 t tel: 97 O.47 6.11 47 Iox:97O.476.1612 in{o@gpslorchilecls.com . www.gpslo rchitecls.com Architectural Gomments: 1. Revise cover sheet where design build is referenced for electrical, plumbing and mechanical. Engineered plans are required for commercial buildings. IBC 106 Architects response; HVAC and electrical plans were provided. plumbing plans shall be provided. 2. Revise A1 .1 to show the accessible parking space(s) and the accessible route to the accessible building entrance per IBC 1104, IBC 3400 and ANSI 117.1 1199 Architects response; Site plan has been revised. 3. Revise 41 .1 to show the exit discharge route to the public way from the rear building exit stairs. Architects response; Site plan has been revised. 4. Revise 41 .1 to show the location of the property lines on the plan, Architects response; The lines are not property lines, They only designate general common elements. Refer to Peak Land Consultants survey for data. 5. Revise 41.2 to indicate the 2008 National Electrical code as adopted by Town of Vail. Architects response; Cover sheet has been revised. 6. Revise A'l -2 building height and area calculations. Plans indicate this building is not provided with an automatic fire sprinkler system throughout. No fire sprinkler increase is permitted lor area or height. Architects response; Area calculations have been revised. Area is well below maximum area allowed by IBC 2003. 7. Revise 42.1 to indicate finish elevation at the e)derior landing of the main entry door. ANSI 117.1 1998section 803. Architects response; Finish slab elevation is noted on plans. Finish floor at new entry will be flush with exterior slab. Gwolhmey Prott Schultz Lindoll Archilects, P.C. 1000 Soulh Fronfoge Rood Wesf , Suile 102 r Voil, Colorodo 81 657 t tel 97 0.47 6.1 1 47 lox:97O.476.1612 inlo@gpslorchilects.com . www.gpslorchilects.com 8. show door thresholds to comply with ANSI 117.1 1998 section 308. Multiple sheets Architects response; Plans have been revised to show Vz" maxthreshold. 9. Revise plans to provide a t hour assembly at the space under the stairs. IBC 1019.1.5. Multiple sheets Architects response; Plans have been revised. 10. Revise plans at new entry stairway. Guardrail heights are required to be 42" and the side of stairs and at the stairway landings. IBC 1012. Multiple sheets Architects response; Plans have been revised 11. Revise plans at the private bathroom located adjacent to the otfice. The bathroom shall comply with IBC 1 109.2 exception 1 items 1.1-1.4 are permitted. All other elements of the bathroom must comply with ANSI 1 1 7.1 1 g9g. Multiple sheets Architects response; Plans have been revised to show clear floor area and noted for grab bar reinforcing in walls. 12. Revise accessible bathroom plan. No other fixtures or obstructions shall be in the water closet clearance. ANSI 1 1 7.1 1 998 section 604.9.1 . Multiple sheets Architects response; Plans have been revised. 13. Revise plans to provide a drinking fountain and a service sink per IBC ch. 29. Architects response; Plans have been revised- 14. Revise all exterior elevations and sections to indicate minimum 42" guardrail height. Multiplesheets Architects response; Plans have been revised, 15. Amend plans at llat roof areas to show a class A roof covering per ToV ordinance. Multiple sheets Architects response; sections have been noted: roof covering will be class A. Gwothmey Prott Schultz Lindoll Archifects, P.C. 1000 Sourh Fronloge Rood Wesf, Suiie 102 r Voil, Colorodo 81657 t tel:97O.476.1147 fox:970.476.16l.2 info@gpslorchitects.com . www.gpslorchitecls.com 16. Revise all stairway plans to show handrail extensions at top and bottom of stairs per ANSI 117.1 1998 section 505.10. Muttipte sheers Architects response; Plans have been revised. 17. Revise plans to include the proposed handrail cross section. show compliance with ANSI 117.1 1998 section 505.7. Muttipte sheets Architects response; Detail has been provided on plans. 18. Revise plans to show attic access locations per IBE 1209.2. Multiple sheets Architects response; Plans have been revised. 'l 9. Revise detail 2A5.5 threshold and landing height to comply with IBC 1 00g.1 .6. Architects response; Plans have been revised. 20. Include a fixed ladder, working platform and catwalk lor access to all rooftop mechanical equipment. Refer to IMC 306.5 for all requirements. Architects response; Roof is under 16 leet in height at Northeast corner of building and does not require a fixed ladder for access. Refer to IMC ch. 906.5 21 . Provide guards at all rooftop mechanical equipment within 10' of the roof edge per tBc 1012.5. Architects response; All mechanical equipment is beyond 10 feet of the roof edge And will not require guards. 22. f nclude a statement of special inspections per IBC ch. i7. The statement should include a list of all required special inspections, and the names, qualifications and certifications ol the firms and individuals who will perform the special inspections. Architects response; contractor will provide the names of individuals that will perform any special inspections and the nature of them, Gwothmey Proft Schultz Lindoll Archilecis, P.C. 1000 South Frontoge Rood West, Suiie ,102 r Voil, Colorodo 81657 t tel:970.476.1147 iox:970.476.1 612 in{o@gpslorchi+ects.com . www.gpslorchitecls.com GOMchect< Software Version 3.5.2 Interior Lighting APPlication Worksheet 2003 rEcc Report Date: Data filename: S:\BGprojectsEerc.OO Potato Patch Offlce Expansion\Engineerine \Electlical\CALcslnitialoommoheck-og22o8 cck Section 1: Allowed Lighting PowerCalculation A Area Category B Floor Atea Allowed Watts I ft2 D Allorrred wattg X Office Allowance: Meual Dieplay Termlnals / Fk. lD: 2 Lobby - Other Corrldor, Restroom, Support Area ConveJfilon, Conferenco or Meeting Center Allowance: Decoralive / Flx. lD: 16 685 685(a) 560 390 480 t€O(a) 1.1 0.35 1.3 0.9 1.3 7U 240(b) 728 aR1 624 400(b) Totial Allo\rred t/vatt8 - (a) Area claimed must not exceed the illuminated area permitted ior this allowance type' (b) Allowance is (B x C) or the actual wattage of lhe flxtures given in Section 2, whichever is les6' Section 2: Proposed Llghting Power Galculatlon A Firture tD ; tlescription / Lamp / Wattage Per Lamp / Ballast Linear Fluorescent 2: 24' TB 17W / Magnetic Lobby - othor (58t! 6q.0) Compact Fluore8c€nt 2: Twin Tube 18W / Electronic lnoandescont 3: IncandEscent 35W Linear Fluorescent 1: 24" TE 17W / Magnetic Coiridol Rg$room, 6upFd nrca (3S0 eq,lt.) Compact Fluorescent 3: Twin Tube l8W / Electronic IncandeBcent 4: Incendo6cenl 35w Linear Fluorescent 3: 48" TE 28\ , (suPerTB) / Electronic coflvontlon, ConlErsno€ or Me€dng C€ntet (4tP sq,ff) Compact Fluorescent 4: Twln Tube 18W / El€ckonic lncandeacent 5: Incandescent 35W BCDE Lamps/ #of Fixture (C X D) Fixture FlxtJtes Watt otih€ (685 8q.fi,) Compact Fluorescent 1: Twin Tube 18W/ Electronic 1 15 22 330 fncandeacent 2: Incandesc€nt 35W 1 8 35 2fi 132060 1 ,l 1 490 60 16 23 14 35 320 1822 1736 12200 1 20 21 42o 1535 175 216060 176 245 400lncandescent 7: Assumed Decoraiive / other Total Proposed l/\htts : 3064 Section 3: ComPllance Galculation lf the Total Allowed WaUs minus the Total Proposed Watt6 ie greater than or equal lo zero, the building complles' Total Allowed Wbtls = Total ProDosed WattE = Projeci comPliance = 30s6 3064 32 Proiect Title: Potato Patch Offce Rernodel/Addition Repori date: 09/22108 ;:fil::;Jtil"JrfiH1.fjai;iiH;ffi:i;h onice Expansion\Ensineerins\Eteclrical\cALcs\lnitiarcomrncheck{e2208 cck Pase Jrtt GoMcheck software version 3.s.3 LYI Envelope Compliance certificate 2003 tEcc Report Date: 09/18/08 Data filename: J:Uobs\2008 - Jobs\8059.00 - Potato Pstch Club Additionwechanical\Calculations\805$PotatoPatch49l808.cck Section 1: Project Information Project Type: Additlon Project Title : Potato Patch Club Addition Construction Site: Owner/Agent: Vail, CO 81657 Section 2: General Information Designer/Contracton Robert Kozloski GPSL Ar.fiitects. P.C. 1000 South FrontagB Road Wsst, Suite 102 Vail. CO 81657 (97O) 476-1147 Building Location (for wealher data): Climale Zone: Heating D8gree Oays (base 65 degrees F): Cooling Dogree Days (base 65 d€groes F): Vertical Glazing / wall Area Pct: Actlvity Typ€(s) Conidor, Reslroom, Support Area Lobby - Other Ofnce Convention, Conference or Meeting Center Office Convenlion, Conference or M€eting Center Offic€ Other Corridor, Restroom, Support Area Conilor, Reslroom, Support Area Other Vall, Colorado 15 92484 u% Floor Area 323 296 194 281 277 208 99 58 294 243 297 Section 3: Requirements Ghecklist Componont Nam3rDescripllon Gross Area Cavlty or Perlmstor R-Value Proposed Budgot U-Factor U-Factor Gont R-Value Roof 1: All-Wood Joisl/Rafter/Truss Norih Wall: Wood Frame, Any Spacing Door 1: Glass, ClBar, SHGC 0.41 South Wall: Wood Frame, Any Spacing Window 2: Wood Frame:Double Pane with Low-E. Clear. SHGC 0.41 East Wall: Wood Frame, Any Spacing Wndow 3: Wood Frame:Double Pana wilh Low-E, Clear, SHGG 0.41 2622 21-0 36 21.O 21 664 21.O 289 338 21.O 't11 0.021 0.045 0.062 0.04n 0.380 0.520 0.062 0.064 0.380 0.520 27 .0 0.0 0.0 0.0 0.062 0.0e1 0.380 0.520 Proiect Title: Polato P€tch club Addition Reoort dale: 09/18/08 Data filaname: J:\Jobsuoo8 - Jobs\8059.00 - Potato Patch Club Addltion\Mecftanical\Calculations\8059-PotatoPatch-091808.cck Page 1rf . West Wall: Wood Frame, Any Spacing Window 4: Wood Frame:Double Pane with Low-E. Clear. SHGC 0.41 375 21.0 0.0 0.002 0.0M 0.380 0.520 (a) Budget U-factors are used for software baseline calculations ONLY, 6nd are not code requifements. Air Leakage, Component Certification, and Vapor Retarder Requirements: O 1. AllFints and penetrations are caulked, gasketed or covered wilh a moisture vapor-pe.meable wrapping material installed in sccordance with the manufacturer's installalion instructions. O 2. Windov/s, doors, and skylights certified as meeung leakage requirements. O 3. Component R-values & U-facto6 labeled as cortified. O 4. Insulation installed according to manufaclurefs instructhns, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the Insulation. [ 5. Slair, elevator shaft vents, and olher dampers integral to the building envelope are equipped with mdtorized damp6rs. E 6. Cargo doors and loading dock doors are weather sealed. C] 7. Recessed lighting lixtures are: (i) Type lC rated and sealed or gasketed; or (ii) installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance trom insulation rnat€ri€|. E 8. Building entrance doors have a veslibule and equipped wlth closing devices. Exceptions: Building enlrances with revolving doors. Doors that open direcfy from a space less than 3000 sq. n. in arBa. E 9. Vapor retard€r installed. Section 4: Gompliance Statement Compliance Statemenl: The Proposed envelope design reprcs€nted in this document is consistent with the building plans, specifications requirements in COMcheck Version 3.5.3 and to comply with the m{ndatoqfr*uirements in the Requirements Checklisl. -J^b^ bl'aA Name - Trde ignature Project ritle: Potalo Patch club Addition Report date: 09/19/09 Data nlename: J:Uobsu008 - Jobs\8059.0O - Potato Patch Club Addition\Mechanical\CaleJlalions\8osg-PolatoPatch-og1808.cck page 2ot $t coMcheck software version 3.s.3 tVl Mechanical Compliance Certificate 2003 rEcc Report Date: 09/18/oB Data filename: JlJobsu00S - Jobs\8059.00 - Potato Patch Club Addition\Mechanical\Calculation8\8059€otratoPalch{91808.cck Section 1: Project Information Project Type: Addition Project Title : Potato Palch Club Addition Construction Site: Owner/Agent Designer/Contrac'tor: Vail, CO 81657 Robert Kozloski GPSL Arohitects, P.C. 1000 South Frontage Road West, Suite 102 Vail, CO 81657 (970147t-1147 Section 2: General Information Building Location (for wealher dala): Vall, Colorado Climat€ Zone: 15 Heating Degres Oays (base 65 degrees F): 9248 Cooling DegFe Days (bas€ 05 degre€s F): 44 Section 3: MechanicalSystems List Cluantity Svstom Tvp€ & De3crlp$on 2 HVAC Syslem 1: Healing: Othsr, cas / Cooling: Rooftop Package Unit, C€padty <54 kBtu/h, Air€ooled Condenssr / Mulliple-Zone Section 4: Requirements Checklist Requirements Specific To: HVAG System I : E 1. Minimum one temperalure con&ol device per zone E 2. Equipment minimum efficiency: Roonop Packago Unit: 9.7 SEER E 3. Systems serving rnore than one zone must be VAV systemg E 4. Single{uct VAV lerminals reduce primary air before reheating E 5. Controls capable of resetling supply ah temp (SAT) by 25% of SAT*oom temp difference Generic Requirementsl Must be met by all systems to which the requirement is applicable: E 1. Load calculations per 2001 ASHRAE Fundamentals E 2. Plant squipment and system capacity no greater lhan needsd to rneet loads - Exc€ption: Standby equipment automalically off when primary system is operaling - Exception: Multiple units controlled to sequence operation as a function of load E 3. Minimum one temperalure conbol devlce per system U 4. Minimum one humidity control device per installed humidific€tionfdehumidmca on system E 5. Thermostaflc controls has 5 degre€s F deadband - Exception: Thermoslats requiring manual chang,eover betwoen heating and cooling O 6. Automatic Controls: Selback to 55 degrees F (hsat) and 85 degrees F (coot); 7-day docfi, 2tour occupant ovenile, lo.hour b€ckup - Exc€ption: Contlnuously opera0ng zones Project Title: Potato Patch Club Addition Report date: 09/18/08 Data flenams: J:\Jobsuoo8 - Jobs\8059.00 - Potalo Patch Club Addition\Mechanical\Calqrlations\8059-PotatoPatdF091808.cck Pags 3of . - Exception: 2 kW domand or lees, submit catc lations E 7. Automatic shul-otf dampers on exhausl systems and supply systems with alrflow >3,000 cfrn E 8. Outside-air source for ventilation; system capable ot reducing OSA to required minimum E 9. R-5 suPply and relurn air duct insulalion in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulatlon between ducts and the building exterior when duc,ts are part of a building assombly - Exception: Ducts located within equipment - Exoeption: Ducts with interior and exbrior t€mp€rafurc differenc€ not exceeding 15 degrees F. E lo.Ducts sealed - longitudinal seams on rigid ducts; transverae seams on all ducts; UL 18lAorl8lBtapesand mastlcs - Exception: Continuously welded and locking-type longitudinal joints and seams on ducrts op€rating at static pressurss less lhan 2 lnchss w.g. pressure classification 0 11. Mechanical fasteneF and sealants used to connsct ducts and air distribution equipment D 12. Opsration and maintenance manual provided to buitding owner 0 1 3.Balancing deviees provided in accordance with IMC 603.15 E l4.Stalr and elevator shafi vents are equippBd wilh motorized damp€rs Section 5: Gompliance Statement Compliance S/€tomet f: The proposed mechanical design ropresentsd In this document is sonsistent with lhe building plans, speciffcations and other calctJlalions submilt€d with this p€rmit applicalion. The proposod mechanical systems have been deslgned to me€t the 2003 IECC "C;l*:':i;--W#;lrName - Title Projecl Title: Potato Patch club Addiuon Data flename: J:Uobs\2008 - Jobs\8059.00 - Potato Patch Repo date:09/18/08 Club Addition\Machanical\Calculations\8059-PotatoPatcfi-091808.cck Pag€ 4ot GOMcheck Software Version 3.5.3 Mechanical Requirements Description 2003 tEcG Report Date: Dala filename: J:Uobsl2008 - Jobs\8059.00 - Potato Patdr Club Addition\Mechsnical\Calculadons\8059-PotatoPatch{91808.cck The following list provides more detailed descriptions of the r€quirements in Seclion 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAG System 1 : 1. Eadr zone of a multiple-zone Eystem must have its ol rn tompgrature conbol device. 2. The specifiod hoaling and/or cooling equipm€nt is cover€d by ASHME 90.1 Code and must meet the following minimum eficiency: Rooftop Package Unit 9.7 SEER 3. Systems serving mulliple thennostalic @nfdzones must be variable-flow systems. Zone terminal controls musl reduce the flow of primary supply air before feheating, recooling, or mixing air slreams. 4. The specified mulliple-zone syslem is equipped with singllduct VAV terminals. These terminals musl b€ equipped wilh dampers, air valves, or other means lo reduce the supply ot pdmary supdy air to a minimum prior to r€heating. 5. Mulliple-zone systems must include conlmls capable of resotting the supply air temp€rature W al le€st 25% of lh€ difference between lhe design supply air temperature and the design rcom temperature. Generic Requirements: Must be met by all systems to which the requirement is applicablo: 1 . Design heating and cooling loads for the building must be detgrmined using procedures in th€ ASHRAE Handbook of Fundamentals or an approved equivalont calculation procedure. 2. All equipment and systems must be sizsd to b€ no greater than needed to meet calculated loads. A single piece of equipment providing both healing and cooling must safisry thb provision for one function with the capacity for the other func'tion as small as possible, within available equlprn€nt options. - Exception: The equipment and/or system capacity may b€ greatsr than calq.rlated loads for slandby purposes. Standby equipment must be automatically controlled to be ofl when lhe primary equipment and/or system is operating. - Exception: Multiple units of lhe same €quipment type whose combined capacities excaed the calculated load are allo,t/ed lf they are provided with controls to sequence oporation ofthe unils as the load increasas or decreases. 3. Eacfi heating or cooling system seling a single zone must hava its own temp€rature conlrol devic€. 4. Each humidifioation system musl hava its own humidity contol d6vice. 5. Thefmosiats controlling both heating and cooling must b€ capable of maintaining a 5 degrees F deadband (a range of temperature whe.e no healing or cooling is provid6d). - Excaption: Deadband capability is not required if the lhernoslat does not have automatc changeover capability between heating and cooling. 6. The system or zone control musl be a programmable thermostat or olher automalio control moeting the following criteria:a) capable of setting back lemperalure to 55 dsgrees F during heatlng and settlng up to 85 degrees F during coolingb) capable ot auiomatically setting back or shuttlng down systems during unoccupied hours u6ing 7 ditferent day schedulssc) have an ac@ssiblo 2-hour occupanl ovenided) have a battery back-up capablo of maintaining programmed settings for al least 10 hours withoul po,ver. - Exception: A setback or shutotf conbol is nol r€quir€d on thermostats that conlrol systems seMng areas thal op€rat€ conlinuously. - Exception: A setback or shutoff contol is nol required on systBms wilh total energy dernand of 2 kW (6,826 Btu/h) or less. 7. Outdoor-air supply systems with design airflow rates >3,000 cfin of outdoor air and all exhausl systems musl have dampers that are automatically clos€d while the €quipment b not operaling. 8. The system must supply outside ventilation air as required by Chapter 4 of ths International Mechanical Code. lf the ventilalion syslem is designed lo supply outdoor-air quantities exceeding minimum required levels, lhe system must b6 capable ot reducing outdoor-alr flo,v lo lhe minimum rgouired levels. 9. Air ducts must be insulated to the following levels:a) Supply and rotum air ducts for conditioned air loc€ted in unconditloned spaces (spaces neither heated nor cooled) must be Insulated wilh a minimum of R-5. Unconditioned spaces include attl6, crawl spaces, unheated bas€m€nts, and unheated garages.b) Supply and retum air ducts and pl€nums must be insulated to a minimum of R{ when located outside ths building.c) Wh6n ducts are located wilhin ext€rior components (e.9., f,oors or roofs), mlnlmum R{ insulation is required only batwsen lhe duct and ths building exterior. - Exceplion: Duct insulation is not required on ducts located withln equipment. - Exception: Duct insulation is not r8quired wh€n lhe design bmperature differenca belween lhe interior and ox|erior of the duct or plenum do€s not exceed 15 degre€s F Project Title: Polato Patch Club Addilion Report date: 09/18/08 Data filename: JlJobs\2008 - Jobs\8059.00 - Potelo Patch Club Addition\Mechanical\Calculations\8osg-PotatoPatch-og1808.cck Page 5of 10.All ioints, longitudinel and transv€rs€ seams, and conn€clions in ductwork musl b€ securcly sealed using wetdm€ntsi mechanical fastBnsrs with s€als, gaskets, or maslics; mesh and mastic sealing syslems; or tapes. Tap€s and mastica rnust be listed and hb€led in accordance with UL 181A or UL 1818. - ExcePtion: Continuously welded and lockngFtype longitudinaljoints and seam6 on duc.ls oporating at stalic pressuros lssg than 2 Inches w.g. pressure classificaton. Mechanical fasl€n€rs snd geals, mastics, or gaskets musl be used when connecting ducts to fans and other air distribulion equiprn€nt, including multiple-zone terminal unit3. Op€ration and maintenanco documentation must b€ provided to the owner that includes al least the foltowing information:a) equipment capacity (input and output) and r€quired mainlenance actionsb) equipmsnt op€ration and maintenance manuabc) HVAC system conlrol mainlenance and calibration infomation, including wiing diagrams, dchematics, and conlrol sgquonce de$cdptons; desired or fielddstermined set polnts must be permangntly re@d6d on control drawings, at conEjol devices, or, for dlgllal confol syslems, in programming commsnlsd) complete narrativo of how oach sysGm is htendsd to operate- Eadt supply air outlet or diffussr and each zone tarminal devics (such as vAV or r xlng box) rust have its own balancing dsvice. Acceptable balancing devices include adiustable dampors loc€ted within fis ductlfodq terminal d€vic€s, and supply sh dlffusers. Slair and el€vator shafi v€nts must be equipped with motorized dampers c€pable of being automatically closed du ng nonnal buiblng oPsratlon and interlod(ed to open as requir€d by fire and smoke detection syslems. All gravity outdoor air supply and exhauEt hood6, vents, and ventilators must be squipped wilh motorized damp€rs hat will automatloally shut when the spa@s seryed ar6 not in uss. Exc€ptions: - Gravity (non-motorized) damp€rs are aoceptable in bulldings less than lhr€e slorles in height above gmde. - Venlilation systems serving uncondilioned spaces. Proiect l]lle: Potato Patch Club Addition Rsport date: 09/1€i/08 11. 12. 13. 14. Data filename: J:Uobs\2008 - Jobs\8059.00 - Potato Palch Club Addilion\Mecfianical\Calculations\805$PotatoPatch{91808.cck Page 6 of 6 COMcfieck Software Version 3.5.2 Interior Lighting Compliance Gertificate 2003 tEcc Report Date: 09/22108 Data filename: S:\BGProjects\8643.0o Potato Patch Omce Expamion\Engineedng\ElectricalEALcsvnitialcommcheck4gz2oS.cck Section 1: Project Information Project Type: Addltlon Project TiUe : Potato Patch Office Remodel/Addition ConsFuction Site: Owner/Agent Designer/Contractor: Vail, CO Marc Saccon Beaudin GarEe Cor6ulling Engineeta 1 '10 East Beaver creek Blvd. P.O. Box 9650 Avon, CO 81620 970.919.6108 x 2231 ]msacconi@bgce.com Section 2: General Information Building Use D€scription by: Activity Type Activitv Tvp€{s) Floor Area Offc€ 685 Lobby-Other 5@ Corridor, Reslroom, Support Area 390 Convention, Conference or Meeling Cenler 48O Section 3: Requirements Checklist lnterior Lighting: E 1. Total proposed uEtts must be less lhan or equal to lotal allorved watts. Allowed Watts Proposed Watb Compli€s 3@6 . 3064 YES E 2. Exit slgns 5 Vvatts or less per 6lde. Exterior Lighting: U 3. Eficacy greater than 45 lumensM/. Excedions: Specialized lighting highligt{ing fealures ot histodc buildings; 6ignage; saGty or security lighting; low-voltage landscape lighting. Contrcls, Switching, and Wring: E 4. Independent controls ior each 6pace (switch/occupancy sensor). Excaptions: Areas designated as security or emergency areas lhal must be continuously illuminated. Lighting in stairways or conido's that are elements ot the means of egr€ss. D 5. Master switch at enfry to hotelhotel gue$ room. E 6. lndividual dwelling units separately metered. D 7. Each space provided with a manual control to provide uniform light reduction by at leasl 500,6. Exceptions: Only one luminaire in space; Proiect Tille: Potato Patch Offce Rernodel/Addition Report date: 09/22108 Data filename: S:\BGProjecls\8643.(X, Potato Patch Office Expansion\Engineering\Electrical\CALcSunitialcomrTcheck{g22o8.cck Page GOMcfieck Software Version 3.5.2 Interior Lighting Application Worksheet 2003 rEcc Report Date: Data filename: SiBGProjects\8643.00 Poiato Patch Office Expansion\Engineedng\Electrical\CALc8\lnitialcommcheck&2208.cck Section 1: Allowed Lighting Power Calculation B Floor Ar€a (ftz) A Area Category CD Allowed Allowed Watts WattE , ft2 (Bxc) Offce Allowance: Visual Display Terminalb / Fix. lD: 2 Lobby - Other Conidor, Reslroom, Support Area Convenlion, Conference or Meeting Center Allowance: Decorative i Frx. lO: 16 685 685(a) 560 ?oar 480 48O(a) 1.1 0.35 0.9 1_3 1 z&tb) 728 351 624 400(b) Total Allo\ €d Watts = 3096 (a) Area claimed must not exceed the illuminated area permitted for this allowanc€ type. (b) Allowance is (B x C) or the actual lyattage of the fixtures given in Section 2, whichever is less. Section 2: Proposed Lighting Power Calbulation A Fixture lD : Desc.iption / Lamp / Waftage Pef Lamp / Ballast BCDE Lamps/ # of Fixture (C X D) Fixture Fixtures watt. Compacl Fluorescent 1: Twin Tube 18W / Electronic lncandescent 2: Incandesceni 35W Linear Fluorescent 2: 24" T8 'l7W / Magnetic Lobby. other (560 sq.ft.) '. ' ., : ., .t :, Compact Fluorescenl 2: Twin Tube 18W / Electronic Incandescenl 3: lncandescenl 35W Linear Fluorescent l: 24" T8 't 7W / Magnetic Co,rklqr, Reslroom, Suppofi Alea (39O sq.[,) Compact Fluorescent 3: Twin Tube 18W / Ehctronic Incandescent 4: lncandesceni 35W Linear Fluorescent 3: 48" T8 28W (Super T8) / ElecFonic Conveniiqn, conference or l,tieting Cehfer (4sO sq.ft.) Compact Fluorescent 4: Twin Tube 18W / Electronic Incandescent 5: Incandescenl 35W Incandescent 7: Assumed Oecorative / Other 1 15 22 330'1 8 35 280 132060 3096 3064 32 23 35 20 '1 1 1 1 1 n 2'l 535 160 822 735 22@ 420 175 ou 176 245 400 Total ProDoeed v\fafls = 3064 Section 3: Compliance Calculation lf lhe Total Albwed Watts minus the Tolal Proposed Watts iE greater lhan or equallo zero, the building complies. Total Allowed l fafts = Total Prooosed Watts = Project Compliance = Proiect Title: Potato Patch Ofiice Remodel/Addition Report dale: 09l2zog Data ilename; S:\BGProiects\8643.00 Potato Patch Offce Expansion\Engineering\ElectricaI\CALCSVnitialcommcheck4922@.cck Page 3of Nedbo Construction P. O. Box 3419 Vail, CO 81658 970-845-1001 fax 970-8 45-9979 Chris Gunion Town of Vail Re: B08-0338 Plan review comments #22 Special Inspections Steel Inspections will be provided by: Scott Maxwell Thunder Mountain Testing Qualifications attached A,u ctrr r'{ 7"Y;/Q-c{r ra-zJ "Cfl Tf/r.wf2Saa 5;44/Aa) r/'l lOAuLf oriiHf ifiiPv 0ct,29, 2008 l1r09Al\{No. 0237 P. o f g a .oI - :< r{ -. = -,I l\.,:t No.0237 P. 3 0ct, 29, 2008 ll:1OA|t,| DIt l E Egf EgE $EF f E At u fr€ Fo E.c E f;.G tlt Eu .€o F L.. Contract CTLITHOMPSOl{ Modification Gontrac{CTL I Thompson entered inb a SER/ICE AGREEMENI 1o perbm professional servlces for NEDBO CONSTRUCTION, P.O. BOX 3419, VAIL, CO 81658 subsequenfly rctured b as "Clhnt.'The SERVICE Prolect The SERVICE AGREEMENT is to provide engineedng servi:es in connecfion u/ith POTATO PATCH , , CLUBHOIJSE ADDITION, 850 $ED SANDSTONE RoAD, YAIL, CoLORADO, reftned m F "Prclect." Scope The scope of services in the SERVICE AGREEMENT rcquircs modification. The scope of servioee is modified to include he followirg: CONSTRUCTIOII OBSERVATION AND MATERIALS TESTING 1. b(cavation Observaton: ObseMng conditions exposed in the exoavations for he proposed construcfon. 2. Goncrete Testing: A representative of CTL will perbrm concrete testng in acrcordance with project specifications. A copy of information regarding each test will be given to the Gontractor at the job site the day tre concreE is sampled. Subsequent test r€6ulb of compressive strength testlng will be mailed to the Client and parties deeignated by the client following testing at each age Terms and Condltlons The Terms and Conditons of the SERVICE AGREEMENT are Incorpor#d into atd made part of ttis modifioaton. Fee CTL agrees b provide tte additional servicEs on he bllowing basis: I nn"ueor$- Unit rates. The fue for the modified scope of serv'r*s is expecied b range flom $500 b $800. ToH mntactbe including his modification is $"--. Authorization Client BY DATE DATE PlEase slgn and rehrm one copy for our flles. Retain second copy for your file. l,lEDBO cONSTRUCI|ON CTL I I 8ERVICE AGREEUENT NO. GS 00.206 PROTECT NO. Gsot2tt 305 AND 166 SrlFnOFOaAlStGs!2tt 3oE .nd 3Gt M.!t tlodltodotr'do >L- Contrect Modificatlon Page I of I AMERICAN CONCRETE INSTITUTE Tltis is to ceffithat SANDON T THTBAULT has demonsffatedlotou,ledge and ability by successfully completing the ACI cenifi.caion requirements and is heyeby recognized as an ACI CONCRETE F'IELD TESTING TECIINICIAN - GRADE I Certified Date: 3l2lA4 E*pir"s: 3l2l0g Examiner: @ TransmittalForm Revision Submittals: 1. "Field Sef of approved plans Ulrgl accompany revisions2. No further inspections will be performed until the revisions are approved & the permit is reissued.3. Fees for revier/ving revisions are $55.00 per hour (2 hour minimum), and are due upon issuan@. ProiectAddress, ?SO P62 fn4?S7o.4tz Pa"Description / List of Changes: Contact lnformation co p"ny' I)trn{?A (rtalsTtuanot €rt;Ez I u,frQcrn u - At4r+tr'a Company Ph:dar lLu*1r<r. - 2r t).H'-+ ,r n)Eat /3+/4 ,VlFffa Fct-..ui4,u 5ru< Conlacl Name: coilad.ph: q2fu26t c/,|l_277428P_ Town of Vail Contractor Registration No:JS/ r1 Revlsed ADDITIONAL Valuatlons (Labor & lllaterials) (DO NOT include orlginal valuation) Building $ Plumbing $ Eleclrical $ Mechanical Ez&t*zaz l44atu-ut Q*q (Use addilional sheet if nece6sary) Pormlt #(s) informatlon applies to: Attenuon: ( ) Revisions |(Response to correction Letter _attached copy of correction letter ( ) Defened Submittal ( ) Other Signature Fonfircd)Z).u C,.Qtf/f Mechanical S Fire Spdnkler/Alarm $ Total $0.00 E@EIVE l{ov 0 5 2000 TOWN OF VA{L FIRE DEPARTMENT VAIL FIRX DEPARTMENT 75 S.FCONTAGEROAD VAIIT, CO'81657 970-479-2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES SoKc5sv ALARM PERMIT PErMit #: AO8-OO8O-Tf-'3o--o tto Job Address: 950 POTATO PATCH DR VAIL Status . . . : ISSUED Location.....: POTATO PATCH CLUB OFFICE Applied . . : 0912412008 ParcelNo...: 210106306044 Issued. . : 09D6n008 ProjectNo : Expires, .: 03DS70O9 OWNER BOOTH CREEK MANAGEMENT CORP 09/24/2008 950 RED SANDSTONE R.D 43 VAIIJ co 81657 APPLICANT CoMMERCIAL SPECIAIISTS OF 09/24/2O0e phone: (970) 32A-L95L WESTERN COLORADO, LLC PO BOX 3913 EAGLE co 8L63L License:151-S CoNTRACTOR COMMERCIAL SPECIAT_,rSTS OF 09/24/2008 phone: (970) 328-1951 WESTERN COLORADO, LLC PO BOX 391-3 EAGLE co 81531 I-,icense I 161- S Desciption: NEW FIRE ALARM SYSTEM Valuation: $ 17,500.00 +,rtr,ra*****trrtrl't r**,r:tt+*l+r*a{***+**i*rr+a'ir*ii,}**+t+r:t+,rt,ir**,ri*:} rng surraueny Electrical-----> DRB Fee----> Investigalion--> Will Call-----> TOTAL FEES-> *:t'l 't * t t,i I t'ri ti +1t * a:t trt+i ** || *:i* '* *,t t:i'tt t Total Calculated Fe€s-> SSgs . 25 Additional Fees----->s0.00 $0.00 Approvals:Item: 05600 FfRE DEPARTMEI\rr 09/24/2008 Mccee editions. 90.00 10.00 So. oo 9888.2s Total Permil Fce-.---> 5888.25 Payments-----> $888.25 BAIANCE DUE---> Action: AP 1. Referenced code section should retlect 2. The Fire Department.'g address is 42 W Meadow Drive, Vail, CO 81657. 3. The alarm matrix should cause aLl tunctions, including aLarm siLence, Eo be wr: buffer. 4. Clarity notes on titLe sheet in Scope of Work and Fire Al.arm Control Panel Terr blocks, 5. Identify uses of rooms on floor plans, Sheet FA-1, 6. Recommend thernal devices in mechanical rooms vg. smoke detectors. ?. Talhper switches appear to not r€quired, 8. FA 5 Revise accordingly. include backtlow device on sprinkler riser. Back: End of review. +ra'rr'i'r***r*l,i*rr't +iti+t|'il+i*tt*tt*a,i.*1'tf ,f + CONDITIONS OF APPROVAL '|t t l'l l' + 'l+ t + +l ++ l * DECLARATIONS I hereby acknowledge that I have read this application, filled out in full ttre 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, International Building and Residential Codes and other ordinances ofthe Town applicable thereto. REQUESTS FOR INSPECTION SIIALL BE MADE SEVENTY.TWO HOURS AT 970-479-2252 FROM 8:00 AM - 5 PM. SIGNATURE CTOR FOR HIMSELF AND OWNER +ttl'*+{'{''ll'**{'l l'I**l'**t+***'t**'t**+****t{'***l++*tr*f *'t'}**t'r'i*t*'t!*i'*'t'*'l*t*t * 't * * * * ** ** *l*a* r I *t** TOWNOFVAIL. COLORADO Statemcnt 't ** * * 't * l' * t * +* { i * * * * * * ****+ *t *1t**{*******+*** | t+*tt* **** * * * * t'} + * * * * * *'}'t i *'} * t+***i i* * r' i* * '3 * ** Statenent Number: R080001?82 A,mount: $e89.25 09/26/2O08Ot:48 FM Palment Flethod: Check COMMERCTAIJ SPECTALISTS Init: iILE NoEaEion3 10950 Permit No: Parce1 No: Site Address : Locat ion : This Payment: BP 00100003111100 PF 00L000031L2300 408-0080 \4re: ALARM PERMIT 2101- 063 - 0604 - 4 950 POTATO PA?CH DR VAIL POTATO PATCH CIJT'B OFFICE Total Fees: FIRE AIJARM PER.I{IT T'EEA PI.'AN CHECK FEES 9888.25 9888.2s$888.2s Total AIJt PmtsE: Balance: $0.00 * * * f * * * * * * * * * * * * {. r' * t* * |' * * ** * * 'rri t*iri't*'tr'}**i+{"r *t}**l* 'f*** * * * {' t' * * i * * |(i* **ri*+*iit*****+*r**+*at't ACCOTJNT ITEM LIST: Account Code Descript ion Current Pmts 656.2s 232.00 / APPLICATION WltL ltlOT BE ACCEPIED lF |]{COilPLETE OR U}lSlGl{ED p1;vi,:. . .-.. I t EE AGGEPTED lF rilsoil project #: | ,\)0-Y - ^qlY?38Building Permitr trs,r?i*|\r:-:FG|6, il gtolts'ztss(tnsre:arcns). IDf,ilFYNYIi,. _ r Commercaal&ResidentialFireAlanngllop.drrulngoarercquiredattimeof 75S. Frontage Rd. appllcation submittal and must brcfiS'i#nnafon lkted'on ttre Vall, Colorado81657 f page of this form. Application wlll not be acccpbd without thisj.: informatlon- ;.,. i,.:. , i.i , li, i:. :i.,.i., l;: , \t. , i'li,: i,. l,,r: , ii; l:' i:, i: i... i.:,i: COTITRAGTOR II{FOMATOI{ Fire Alarm Contrac{or: C-sw t- Town of Vail Reg. No.:ibl^s Contact and Phone #s: Ai,A fi.t4ab -Tlt - 4c1r - oitrt e9u.J4\ + trtu@ ce a q\. u,oH Contac;tor Signature: COttPLETE VALUATIOIIS FOR AI.ARil PERilIT (l-abor & tlaterials) i1, riaa for ?r+cr+z ?a+zJ^. bc Job Name: Po+&ot, Plr,c*, OLr,trlhaupe JobAddress: e(p_6. Legal Desoiption Lot:Block:Filing:Subdivision: EngineerlrEAcr^t{ AWa.r\€ L Address:Q6l€i:t lot> Ytt€r-e LcSt+'P\'n^4'ro - t+a1 -Q ct z Detailed Location of wor*: (i-e.; floor, unit#, bldg. #) Ng u-l (--oNd:Tfl,ttc TioS Detailed desoiption of wnrk: t$€lJ Fiee &LA{a-il k WorkClass: Newf{ Addition( ) Fernodel( 1 Repair( ) ReEom( ) Oher( ) TypeofBtdg.: Single'family( ) Tro.fafnily( ) Mutti-family( ) Commercial (t) Restaurant( ) Other( ) No. of Existing Dwelling Units in this buifding:No. of Accommodation units in this building: Does a Fire Alarm Exbft Yes ( ) tto (X)Does a Firc Spdnkler System Exist: Yes (*) No ( )I uoes a Fire Aarm Exst Yes t ) lto (x) I Does a Firc sp]inlder system Exist: Yes (x) No ( ) **-..V&$&-ffiSpi*ppgre.p*,.Fgg6ruffi usE c*rly*****************r******r+********** -i%+'-.' 'iatre: gT(H7.!t21 35 (lnspplcttot s) WaiMab\cdevlFORMSi\PERMITS\ALRMPERM.DOC