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Home My WebLink AboutB06-0280 Deferred submittal 1-4-2007 responseRESORT DESIGN A ES II�TERNATI()1 / lip REVIEWED BY APR 3 0 2007 AG Mountain view Residences on Gore Creek Deferred submittal (1 /4/07) response Items 9, 11 3/28/07 I M l, 3 0 W e s t B c n c h m a r k R o a d S u i t c 2 2 0 A c o n C 0 8 1 G 2 U P O B o x ------ 6 -- 8 -- 3 - 6 ;A v o n C O 8 1 G 2 U phonc:970.949.0899 fas:970. 949.11933 crn www.RcsortDcsign.com 0 H G(E of tech HEPWORTH- PAWLAK GEOTECHNICAL March 19, 2007 Revised March 29, 2007 Hepworth- Paclak Geotechnical, Inc. 5020 County Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 email: hpgeoQhpgeotech.com Lunar Vail, LLC c/o Ron Byrne & Associates Attn: Ron Byrne A 285 Bridge Street Vail, Colorado 8165 PC)6A2-%10 APR 121007 TOWN OF VAIL Job No. 106 0297 Subject: Boulder Wall Detail and Existing Sewer Line Backfill, Mountain View Residences, 442 South Frontage Road East, Vail, Colorado Dear Mr. Byrne: As requested by Ben Marion with Resort Design Associates International, we are providing a boulder wall detail and recommendations for trench backfill below the proposed building at the subject site. We previously conducted a subsoil study for design of foundations at the site and presented our findings in reports dated May 25 and July 24, 2006, Job No. 106 0297. A stacked boulder wall typically 6 feet high and about 190 feet long is proposed along the uphill side of a pedestrian walkway below the building. The slope above the wall will be graded at 2 horizontal to 1 vertical. A plan view and wall profile are shown on Sheet C3.2. The contractor, RA Nelson & Associates, has requested additional information on treatment of an existing sewer line and trench backfill below the building. Boulder Wall Detail: A stacked boulder wall appears feasible for support of the cut slope along the uphill side of the walkway. A typical detail is shown on Figure 1, attached. We assume that the bearing soils of the wall will be natural gravels similar to those encountered in the exploratory borings and the cut soils will be dry. The west end of the wall excavation will apparently overlie trench backfill of a new sewer line that should consist of compacted structural fill. The bearing conditions should be further evaluated at the time of construction. Parker 303- 841 -7119 • Colorado Sprin. 719 -633 -556 REVIEWED BY APR 3 0 2007 COLORADO INSPECTION AGENCY 2 • vert orne - 468 -198( Luna Vail_ LLC March 19, 2007 Revised March 29, 2007 Page 2 Existing Sewer Line: The sewer line will underlie new footing areas. It is proposed to grout tight the pipe or remove the pipe during construction. Where the pipe is grouted, the existing backfill should be evaluated for compaction and removed and replaced as needed to meet the project backfill type and compaction specifications. As an alternative, it may be feasible to structurally span the trench backfill once the required span distance has been determined. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH — PAWLAK GEOTECHNICAL, INC. s i Steven L. Pawlak, P.E. s 5222 Y24 t ° SLP /vad attachments Figure I — Typical Boulder Wall Detail cc: Kai] Christensen (via fax, 970 - 479 -8355) Resort Design Associates International — Attn: Ben Marion Monroe - Newell Engineers-- Attn: Scott Wasson RA Nelson & Associates — Attn: Jeff Pugmire Job No. 106 0297 Gec�tech w J Q U C/) 0 0 Z 2 D � S Q Lu 2 _ Z Q Z U Y U ww � O Q wow m0= JmU) _J 0 D LL 0= Y z U UI= Q w m m C N — 1 Z Q wQ C/) Y 0 J Q W w Q J D 0. in oo X GE N 0 z�w W w -2 �ZQ Y2C) J (r w J J � Q LL Y w U Qn m w ~ Cl) U) cr J � w Z Z _j :D 0 00 zm C"i F _Z DESIGN PARAMETERS CALCULATED FACTOR OF SAFETY Internal Friction Cohesion Sliding Coefficient Moist Unit Weight Back Slope Weight of Boulders Total Wall Height 35° Sliding = 1.74 ok 0 Overturning = 2.74 ok 0.5 130 pcf 2:1 (H to 140 pcf 7 5 ft. n o tlj�' o 1 522 2 �"'i TYPICAL BOULDER WALL DETAIL 106 0297 COQ PEDESTRIAN WALKWAY Figure 1 HEPWORTH•PAWLAK GEOTECHN)CAL �w WQ W�F— QLL QOZ°— X w cr -j Q wU va -0co0 RESORT DESIGN ASSOCIATES TRANSMITTAL TO: Charlie Davis FROM: Ben Marion COMPANY: TOV DATE: 3/29/07 ADDRESS: JOB NAME: Mountain View JOB NUMBER: 23263 RE: DEFERRED SUBMITTAL ITEMS 9,11,12,13 CC: We are sending via ❑ Attached ❑ Originals ❑ Copy of letter ❑ Specifications ❑ Other ❑ Under separate cover ® Prints ❑ Shop drawings ❑ Change Order ❑ COPIES DATE DESCRIPTION 5 binders with deferred submittal answers to items 9,11,12,13 5 3 -29 -07 from the 1/4/07 list of deferred submittals 5 3/29/07 5 stamped copies of sheets A6.6, S3.4, S6.2 ® For review and comment ❑ For approval ❑ For your information ❑ For your use ❑ As requested Charlie, here are the responses for the first round of deferred submittal items. Please call with questions. Thanks, Ben Marion 3 0 W u s t B c n c h m a r k R o a d S u i t e 2 2 0 A e o n (; O 8 1 6 2 0 Y O B o x G 8 3 G A N o n C 0 8 1 6 2 0 ph on c: 970. 949. 0899 fax: 970. 949. 0933 cmail:info a RcsortDcsign.com www.1ZcsortDcsign.com Deferred submittal list for the Mountain View Project January 4, 2007 Resort Design Associates International 1) (11) Provide a hazardous material list for pool equipment room and the generator. Indicate the classification of each material to Table 307.7(1)/(2) and indicate if it is under the exempt amounts. Provide hazardous material list when the pool permit is applied for. Pool design package will be released by October 2007. 2) (25) Provide the STC ratings for the assemblies separating the dwelling units. Provide the acoustical report prior to the framing inspections of the units. Acoustical report Pool design package will be released by May 2007. 3) (26) Provide fire- stopping details for all penetrations of fire- resistive assemblies. Include all plumbing piping, electrical components and mechanical systems. Provide a complete fire- stopping submittal that includes all penetrating items and all assemblies to be penetrated that are associated with this project. Fire stopping submittal will be released by May 2007. 4) (52) Provide signs for the stairs per IBC 1019.1.7 Sign package is to be submitted and approved prior to installation of the signs. Sign package will be released by May 2008. 5) (62) Provide signage for accessibility per IBC 1110, IBC 1011.3, ANSI A117.1 -502.6 and ANSI A117.1 -703. Sign package is to be submitted and approved prior to installation of the signs. Sign package will be released by May 2008. 6) (67) Provide a method to accommodate accessibility into the pool. (IBC 1109.14) Provide accessibility requirements when the pool permit is applied for. Pool design package will be released by October 2007. 7) (73) Provide adequate information on the plans to verify all "operable parts" in unit #101 conform to section 309. (ANSI A117.1- 1002.9) The response is indicating that "full interior package of scale and interior elevations" will be submitted as a deferred submittal. This will be required to be submitted and approved prior to rough inspections within any units. Interior package will be released by May 2007. 8) (83) Provide adequate information on the plans to verify all required elements within the Type B units comply with ANSI A117.1 -1003. The response is indicating that "full interior package of scale and interior elevations" will be submitted as a deferred submittal. This will be required to be submitted and approved prior to rough inspections within any units. Interior package will be released by May 2007. 9) (106) Indicate the type of fireplace that is shown on the 5 th floor terraces. Provide installation instructions for these fireplaces. The pre -cast out -door fireplaces are creating concerns regarding the flue termination with the adjoining eve, the clearances to combustibles and weight of the fire place unit on the structure. The manufacturer inability to provide installation instructions is questionable. The manufacturer is to provide documentation that the fireplace has been tested to UL 127 per IMC 903.1. Outdoor fireplace package will be released by March 2007. 10) The fire department list of 13 items dated December 27, 2007. Include a list of special inspections and inspectors. Fire dept. list and inspector /inspection list will be released by April 2007. 11) Special inspections and inspectors to be identified by design team. A list of special inspectors /inspections list will be released by April 2007. 12) The 3 entry features currently show combustible construction, these entries will need to be revised to omit these combustible materials. RDA and Monroe Newell will rework the entries with all non - combustible materials, drawings and details by March 2007. 13) System notes will be revised so that no combustible materials will be included in roof assemblies. New revised roof system notes will be released by March 2007. F:\ Current _Projects\23263Mountainview \CAD \CONSULTANTS \Colorado Inspection Agency\RDA Deferred Submittal -LDOC RESORT DESIGN ASSOCIATES Deferred submittal item # 9 Penthouse terrace outdoor fireplaces: Terrace fireplaces have been omitted from the project refer to attached sketches ski-5. 3 11 A C " t lictichmark It o a d S U i t C 2 2 fl r\ v o 11 C U 8 1 6 2 0 1 O B o 6 8 3 6 A N o n 8 1 6 2 0 p h o n c: 9 7 0. 9 4 9.0 8 9 9 fa x: 9 7 0 9 4 9. 0 9 3 3 cmail:illfo (01 IzcSortDcsign.com wNv\v.RcsortI)csign.com LIVING LIVING 501 504' 505 R BE OOM LouJ T.O.CON 8230'- I I -- 'X W5 R3 O O O O p s T � n� d O 00 0 5 _ o 00 A5 e 5(d3 - - - -- T A50V UJ4 W5 UJ4 408 EQ. if - — — -L — _ -t� - -- i a C0 `. co Pian: 301610 v Roof Terrace Unit 0 401 D pRG�� MOUNTAIN VIEW Revision: Job rto: 23263 Detail No: PAIL, COLORADO Drawn By: rtGZ RESORT DESIGN ASSOCIATES INTERNATIONAL Date: 328.0'1 30 W. Benchmark Rd. Ouite 220 Fax: 970 -949 -0899 Avon, Colorado 81620 Tel: 970 -949 -0933 Cale: li4 " "I' -0" i 5 2 506 50� T.O.cO C. 823 1 -2 11 3ELOU1 3 0 0 0 °° 00 LIVIN 0 T u 0 N 0 00 1�"Im3n 0 oo TEFF ,4 GE i -- - L ° ` I i� i � xl �F C `'+v CI O R * flan: 301610 Roof Terrace Unit 0 402 DA MOUNTAIN VIEW Revision Job No: 23263 Deta No: VAIL, COLORADO Drawn By: MCsZ \„ =2 RESORT DESIGN ASSOCIATES INTERNATIONAL Date: 3.29,01 � � 30 1M. Benchmark Rd. quite 220 Fax: 970 -949 -0899 Avon, Colorado 81620 Tel: 970 -949 -0933 Cale: 11 4 ".I' -0" owl I Livir 5 0 5 8 509 '1 BELOUJ T .O.cOI \ d j � \' u 48 R3 0 0 0 0 0 0 0 �4 0 000 00 0 0 0 C41 ABOVE �12 Li E - Ea � 8 w2 W2 pF C 0 CO) 30, o R oof Terrace Unit 0 403 ED ARG MOUNTAIN VIEW Revision: Job No: 23263 Detail No: VAIL, COLORADO Drawn By: Ihc,Z RESORT DESIGN ASSOCIATES INTERNATIONAL Date: 3Z8_01 30 W. Benchmark Rd. quite 220 Fax: 970 -949 -0899 Avon, Colorado 81620 Tel: 970 - 949 -0933 Cale 11 4 "ep -0" i r 1 5 04 510 511 a 52 513 O T.O.CON .O.cONc i 3 0 0 0 0° 0 0 0 00 0 0 A T t 0 0b 0 00 0 00 0 0 0� 00 0 i . I, l— `I l II N 1 UJ2 pF C 0 CIO * IRR flan: 301610 Roo f Terrace `' Unit 11 404 ZSFp ARG� U #��#405 MOUNTAIN VIEW Revision: Job N0: 23 263 Detail No: VAIL, COLORADO Drawn By: MrxZ RESORT DESIGN ASSOCIATES INTERNATIONAL Date: 3 .28 _01 6 1< = 4 30 W. Benchmark Rd. Quite 220 Fax: 970 -949 -0899 Avon, Colorado 81620 Tel: 970- 949 -0933 Scale: 114 -ZP -0" IVING ROOM BELO 515 5 4 50 .CON t 1 a HOT T 0 R3 $ 0 0 00 1 I nm 000 00 )0 O 0 O - o A50VE UJ5 U14 W5 18 419 O - L -IJ ; Ea W2 I OF C o ' � MR Man: * 301610 �- ' Roof Terrace Unit 41 40(o �ysED pRG�� MOUNTAIN VIEW Revision: Job x0: 23263 Detail No: VAIL, COLORADO Drawn By: r*z RESORT DESIGN ASSOCIATES INTERNATIONAL Date: 3281 30 W. Benchmark Rd. quite 220 Fax: 970 - 949 -0899 Avon, dolorado 81620 Tel: 970 - 949 -0933 kale: 11 4 " =I' -0" RESORT DESIGN ASSOCIATES Deferred Submittal item # 11 Provide a list of special inspections: Please see the attached special inspection and testing schedule. 3 0 W e s t B c n c h m a r k R o a d S U l t C 2 2 0 A r o n C C) 8 1 6 2 0 Y. O B o x G 8 3 G A c o n C C) 8 1 6 2 0 phonc:970.949.0899 fas:970.949.0933 cmail:info@Rcsortllcsign.com www.RcsortDcsign.com SPECIAL INSPECTION AND TESTING SCHEDULE 1186bwbemAwJf.0. Box 1616RWO 17081631 Pbose:W 9 -1970 FmttM -M -1791 PwjeotNoma� C t .1 VS-)'V ParmittV: t o owner's Name: , / 7 fJ C e r 1 g1 3 1 Tw'v9/laspaodo�f��.. � .�a+..ry -� C / .V K.�/'� J /e' a 4— Agenoy: c - �� a.. g'rlat) (Signehua) (Date) HmebyacrOms that tb*Testing/teVw6on Agency nomad above Las been engaged to pm*n nMmotwdl testa and hapoodow doting oovoteuotlon, es abedted below, to aatisryall applicable pwdona oftite He MDS Cods. Prior to MW ius wdon, the logm ion Aga wsheq submit a ststemant ghat all items of dWVntad WO&Petiblmed wee tepmtad. Any items obeciced but not tasted or inspected will be noNd sad expl bw& Whenever anyddigmted items eat We list am tmdy for ea V ft testing, or Latpeodon, it sball be We tespetlstbility of the oanttadw to give dwelt' n00019 the Lotion Agenoy ea that the requited setvioes maybe pet bmsed. RERMUCIA NT21 t TwAs &Band, ansetper beat per— two X laopaatb►ao!'Plaatatteat ^�, Iaspeedoa eCWelding Acoaplaoee Tasto O&MM U41% Walt Pd ma) X gabognmtTwM (Massey t3m4PioM WAJ ftlwW =lati mAm orawatiag _ C Impeadt ofploeemmt cad emu ft Tom [Ati MWINliirl0t Impt:atiodofBteal FabrlcatiQe �t7anpKtaPbaxtnatt a lotpoo8eaotTFober>b STltU4"L'f1itAL t31'6EL: $aaopls & list (LiK apedfiatetmbtas below x ..8hop Ideada0 don do Wddb*bMmdoo b'hop Ulhasoato lttspewao X Iq Wddtaalmwdon _ FtetdBdtLmI�aapaWoo _„_, Fbdd uttaaaala laapeodon FieldRt►l*WWlW —9- M*M D0dkWeldog iaopeatian ASPHALTIC CCNCR$T& Mb DClga Lupeodaa efBatdLplanl CaKlCmt _ FWdloopmNan l v tabMly Tmta msumma CONCRETE: Saafle &Ted Tbdt W618Lts rue>rmooma: rngtaadon and Pbmmmt SPECIAL INSPECTION AND TESTING AGREEMENT Job Name: Yk - St- /q cAn4 J Job Address: U�r+ noWCY Permit Number: 1196 Chunbas AVO P.O. Box 1618 E090, C0 81631 phana 970.328 -1970 Fax: WN28-1791 fib ap WAnts 6f y4ecis mpidng Special Inspection or Testing per Section 1701 of the IDC) The owner or blether rep mentadve, on the advice of tie responsible Project Baginea' or Architect, shall complete, sign and submit a copyofthe Special Inspection Aguniat and Structural Tests Scheduled to Colorado inspection Agency Jbr review and approval. Original signahtree are required on both pages; photocopied or faxed signatures are not acceptable. The owner and his/her general contractor, when applicable, sball also aclmowledge the following conditions applicable to Spacial Inspection or Testing: 1. Contractor is responsible forpropernotificadon to the laspection orTeeting ageneyfor items listed 2. Only the testing laboratory should take Samples and transport them to thou laboratory. 3. Copies of aIl laboratory reports and inspections am to ba sent directly to Colorado inspection Agency by the Testing agmay on a wee* basis. 4. Inspection agency to sabnalt names and qu iflicslions of on site special inspectors to Colorado Inspection Agency for wAew and approval. S. The speeW inspector is responalble to Colorado Inspection Agency Building Official immediate notification of any concerns and/or problems encountered. 6. It is the respambr' * of the contactor to review the Colorado Inspection Agency approved plans for additional inspwdm or testing regWranno that may be noted. A pmconstroodon confer = at tie jub site is recommended to review special inspection procedures. 7. The special inspector sball use only Colorado kopeatioa Agency approved drawings. g. Tho spacial inspector's field report must be left on Rite for review by Colorado Inspection Agency staff prior to required Colorado Inspection Agmney inspections. BEFORE OCC[TPANCY'WILL BE GRAMED: The special inspection agency "submit a stateaaeat tbat all ite,ns regohing tasting and inspection were fulfilled and reported. 'Those item not tested and/or inspected shalt be noted in this statement,' A copy of the sweraent aball be maintained at the job site for the Building InspecIDes review prior to final inspection. Special bw ='� , Project ZEN M i&t .. - .. (P11 _ ... RESORT DESIGN ASSOCIATES Deferred submittal item # 12 Revise entries to building so that the structure is non- combustible. Please see the new sheets A6.6 and s3.4 and s6.2; the entry feature structural framing has been changed so that there are no combustible materials in the structure. The fire retardant treated plywood in the roof assembly is allowed by IBC section 603 Note C item i. 3 0 W c S t B c n c h m a r k R o a d S u i t t 2 2 0 A o n C O 8 1 6 2 0 1' O B o x G 8 3 G A v o n C O 8 1 6 2 0 phonc:970.949.0899 fax: 970. 949.09 33 cmail:info@Rcsortllcsign.com wvc%e.ltcsortllcsign.com TYPES OF CONSTRUCTION 602.4.6 Partitions. Partitions shall be of solid wood con- struction formed by not less than two layers of 1 -inch (25 mm) matched boards or laminated construction 4 inches (102 mm) thick, or of 1 -hour fire- resistance -rated construc- tion. 602.4.7 Exterior structural members. Where a horizontal separation of 20 feet (6096 mm) or more is provided, wood columns and arches conforming to heavy timber sizes shall be permitted to be used externally. 602.5 Type V. Type V construction is that type of construction in which the structural elements, exterior walls and interior walls are of any materials permitted by this code. SECTION 603 COMBUSTIBLE MATERIAL IN TYPE I AND 11 CONSTRUCTION 603.1 Allowable materials. Combustible materials shall be permitted in buildings of Type I or 11 construction in the follow- ing applications and in accordance with Sections 603.1.1 through 603.1.3: L Fire- retardant - treated wood shall be permitted in: 1.1. Nonbearing partitions where the required fire -re- sistance rating is 2 hours or less. 1.2. Nonbearing exterior walls where no fire rating is required. 1.3. Roof construction as permitted in Table 601, Note c, Item 3. 2. Thermal and acoustical insulation, other than foam plastics, having a flame spread index of not more than 25. Exceptions: 1. Insulation placed between two layers of noncombustible materials without an inter- vening airspace shall be allowed to have a flame spread index of not more than 100. 2. Insulation installed between a finished floor and solid decking without intervening air- space shall be allowed to have a flame spread index of not more than 200. 3. Foam plastics in accordance with Chapter 26. 4. Roof coverings that have an A, B or C classification. 5. Interior floor finish and interior finish, trim and mill- work such as doors, door frames, window sashes and frames. 6. Where not installed over 15 feet (4572 mm) above grade, show windows, nailing or furring strips, wooden bulkheads below show windows, their frames, aprons and show cases. 7. Finished flooring applied directly to the floor slab or to wood sleepers that are firestopped in accordance with Section 717.2.7. 8. Partitions dividing portions of stores, offices or similar places occupied by one tenant only and which do not es- tablish a corridor serving an occupant load of 30 or more shall be permitted to be constructed of fire- retar- dant - treated wood, 1 -hour fire- resistance -rated con- struction or of wood panels or similar light construction up to 6 feet (1829 mm) in height. 9. Platforms as permitted in Section 410. 10. Combustible exterior wall coverings, balconies, bay 4M or oriel windows, or similar appendages in accor- dance with Chapter 14. 11. Blocking such as for handrails, millwork, cabinets, and window and door frames. 12. Light - transmitting plastics as permitted by Chapter 26. 13. Mastics and caulking materials applied to provide flex- ible seals between components of exterior wall con- struction. 14. Exterior plastic veneer installed in accordance with Section 2605.2. 15. Nailing or furring strips as permitted by Section 803.3. 16. Heavy timber as permitted by Note c, Item 2, to Table 601 and Sections 602.4.7 and 1406.3. 17. Aggregates, component materials and admixtures as permitted by Section 703.2.2. 18. Sprayed cementitious and mineral fiber fire- resis- tance -rated materials installed to comply with Section 1704.11. 19. Materials used to protect penetrations in fire- resis- tance -rated assemblies in accordance with Section 712. 20. Materials used to protect joints in fire- resistance -rated assemblies in accordance with Section 713. 21. Materials allowed in the concealed spaces of buildings of Type I and II construction in accordance with Section 717.5. 22. Materials exposed within plenums complying with Section 602 of the International Mechanical Code. 603.1.1 Ducts. The use of nonmetallic ducts shall be permit- ted when installed in accordance with the limitations of the International Mechanical Code. 603.1.2 Piping. The use of combustible piping materials shall be permitted when installed in accordance with the limitations of the International Mechanical Code and the International Plumbing Code. 603.1.3 Electrical. The use of electrical wiring methods with combustible insulation, tubing, raceways and related components shall be permitted when installed in accordance with the limitations of the ICC Electrical Code. 82 2003 INTERNATIONAL BUILDING CODE® TYPES OF CONSTRUCTION TABLE 601 FIRE - RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS !hours\ For SI: I foot = 304.8 mm. a. The structural frame shall be considered to be the columns and the girders, beams, trusses and spandrels having direct connections to the columns and bracing members designed to carry gravity loads. The members of floor or roof panels which have no connection to the columns shall be considered secondary members and not a part of the structural frame. b. Roof supports: Fire - resistance ratings of structural frame and bearing walls are permitted to be reduced by I hour where supporting a roof only. c. 1. Except in Factory - Industrial (F -1), Hazardous (H), Mercantile (M) and Moderate - Hazard Storage (S -1) occupancies, fire protection of structural members shall not be required, including protection of roof framing and decking where every part of the roof construction is 20 feet or more above any floor immediately below. Fire - retardant- treated wood members shall be allowed to be used for such unprotected members. 2. In all occupancies, heavy timber shall be allowed where a I- houror less tire- resistance rating is required. 3. In Type land 11 construction, fire - retardant- treated wood shall be allcnved in buildings including girders and trusses as part of the roof construction when the building is: i. Two stories or less in height: ii. Type Il construction over two stories or iii. Type I construction over two stories and the vertical distance from the upper floor to the roof is 20 feet or more. An approved automatic sprinkler system in accordance with Section 903.3.1.1 shall be allowed to be substituted for 1 -hour fire- resistance -rated construction, pro- vided such system is not otherwise required by other provisions ofthe code or used for an allowable area increase in accordance with Section 506.3 or an allowable height increase in accordance with Section 504.2. The I -hour substitution for the fire resistance of exterior walls shall not be permitted. Not less than the fire- resistance rating required by other sections of this code. Not less than the fire- resistance rating based on fire separation distance (see Table 602). TABLE 602 FIRE - RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCES FIRE SEPARATION DISTANCE TYPE I TYPE II TYPE III TYPE IV TYPE V A B A 13 A d B HT A d B BUILDING ELEMENT Structural frame 3 2 1 < 10 Others 2 1 1 >_ 10 Including columns, girders, trusses 3 1 ' 2 b 1 0 1 0 HT 1 0 Bearing walls 1 1 1 >_ 30 All 0 0 0 Exterior' 3 2 1 0 2 2 2 1 0 Interior 3" 1 2'' 1 0 1 0 1 /HT 1 0 Nonbearing walls and partitions Exterior See Table 602 Nonbearing walls and partitions Interior' 0 0 0 0 0 0 See Section 602.4.6 0 0 Floor construction Including supporting beams and joists 2 2 1 0 1 0 HT 1 0 Roof construction I V I C 1. Including supporting beams and joists F 0 I` 0 HT I` 0 For SI: I foot = 304.8 mm. a. The structural frame shall be considered to be the columns and the girders, beams, trusses and spandrels having direct connections to the columns and bracing members designed to carry gravity loads. The members of floor or roof panels which have no connection to the columns shall be considered secondary members and not a part of the structural frame. b. Roof supports: Fire - resistance ratings of structural frame and bearing walls are permitted to be reduced by I hour where supporting a roof only. c. 1. Except in Factory - Industrial (F -1), Hazardous (H), Mercantile (M) and Moderate - Hazard Storage (S -1) occupancies, fire protection of structural members shall not be required, including protection of roof framing and decking where every part of the roof construction is 20 feet or more above any floor immediately below. Fire - retardant- treated wood members shall be allowed to be used for such unprotected members. 2. In all occupancies, heavy timber shall be allowed where a I- houror less tire- resistance rating is required. 3. In Type land 11 construction, fire - retardant- treated wood shall be allcnved in buildings including girders and trusses as part of the roof construction when the building is: i. Two stories or less in height: ii. Type Il construction over two stories or iii. Type I construction over two stories and the vertical distance from the upper floor to the roof is 20 feet or more. An approved automatic sprinkler system in accordance with Section 903.3.1.1 shall be allowed to be substituted for 1 -hour fire- resistance -rated construction, pro- vided such system is not otherwise required by other provisions ofthe code or used for an allowable area increase in accordance with Section 506.3 or an allowable height increase in accordance with Section 504.2. The I -hour substitution for the fire resistance of exterior walls shall not be permitted. Not less than the fire- resistance rating required by other sections of this code. Not less than the fire- resistance rating based on fire separation distance (see Table 602). TABLE 602 FIRE - RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCES FIRE SEPARATION DISTANCE (feet) TYPE OF CONSTRUCTION GROUP H GROUP F -1, M, S -1 GROUP A, B, E, F -2, I, R b , S -2, U < 5 1 All 3 2 1 5 IA 3 2 1 < 10 Others 2 1 1 >_ 10 IA, 113 2 1 1 < 30 IIB, VB 1 0 0 Others 1 1 1 >_ 30 All 0 0 0 For SL• I foot = 304.8 mm. a. Load - bearing exterior walls shall also comply with the fire- resistance rating requirements of Table 601. b. Group R -3 and Group U when used as accessory to Group R -3, as applicable in Section 101.2 shall not be required to have a fire- resistance rating where the fire separation distance is 3 feet or more. c. See Section 503.2 for party walls. 2003 INTERNATIONAL BUILDING CODE® 83 RESORT DESIGN ASSOCIATES Deferred submittal item # 13 Roof system notes: Per table 603 note C item 3 Fire retardant treated plywood is allowed. The entry features are under two stories and the roof of the building is type 2B construction over two stories. Refer to IBC section 603 and revised detail 0.15 (roof assemblies) from the detail manual. Roof system R4 is new and will be used on the roof mechanical wells (refer to sketch SK -6). 3 it \C c S t B ( n c h m a r k R o a tl S u 1 t e 2 2 0 .A N o n C 0 8 1 6 2 0 1) - 0 B o x G 8 3 G \ x o n C O 8 1 6 2 0 -- --- ----- ---- --- - --------------- - - - - - - -- — - - -- — — - -- - - -- — - - -- -- phonc:970.949.0899 f a x : 9 7 0 - 9 4 9 - 0 9 3 3 cmail:info &Rcsortl)csign.com vx-W\c.RcSortDcsign.com ROOF R1 SYNTHETIC SLATE ROOF TILES ON SELF - ADHERING WATERPROOF MEMBRANE ON 5/8" CDX F.R.T. PLYWOOD ON 3 Y" POL YISOCY ANURATE INSULATION ON V GYPSUM SHEATHING ON METAL DECK ON STL FRAMING WITH R -38 BATT INSULATION 4 6 MIL. VAPOR BARRIER, R2 COPPER ROOFING ON SELF - ADHERING WATERPROOF MEMBRANE ON 5/8" CDX F.R.T. PLYWOOD ON 3 Y2" POLYISOCYANURATE INSULATION ON V GYPSUM SHEATHING ON METAL DECK ON STL FRAMING WITH R -38 BATT INSULATION W/ & MIL. VAPOR BARRIER. R3 3/4 "- 1 Y" THICK FLAGSTONE PAVERS GROUT SET ON THICK MORTAR BED W/ Y "O SNOWMELT ON Y" DRAIN /PROTECTION BD. ON HOT RUBBERIZED W.P. W/ INTEGRAL REINFORCING ON SLOPED (19.' MIN.) GONG. TOPPING ON STRUCTURE. R4 CONC, PAVERS SET W /IN 2" BALLAST ON Y" COMPOSITE ZL DRAIN BD. ON HOT RUBBERIZED W.P. W/ INTEGRAL REINFORCING ON SLOPED GONG. TOPPING ON PRECAST STRUCTURE OR SLOPED (MIN. 15 STRUCTURAL GONG. TOPPING ON GALV. STEEL DECK ON STEEL STRUCTURE - BOTH W/ R -38 BATTS MIN., (o MIL. VAPOR BARRIER 4 ,V2" MOUNTAIN VIEW Revision: ,rob No: 23263 Detail No: VAIL, COLORADO 3.16 .01 0.1 E� Drawn By: miz RESORT DESIGN ASSOCIATES INTERNATIONAL 30 1M. Benchmark Rd. Quite 220 Fax: 970 -949 -0899 Date: 9i06 (Scale: KTA Avon, Colorado 81620 Tel: 970- 949 -0933 I.' ( — L 8 9 �� _ T 4 II L 14 H Jill I -,3 •I , I( ` -61' I ' r I 31 1 ' 1 REVISION TYP CAL G ALL ROOF MECH. AREAS C i B .0 CI j 24 T ME�H. R 4 j .OIUA L _ CHI Y - A 18.0. DECK • 8249' -0" I _ � 11 1 H OF CID CIO �Q * Roof Man: 301610 Mechanical Well FD ARG MOUNTAIN VIEW Revision: Job rt0: 23263 Detail No: VAIL, COLORADO Drawn By: MCsz ::v RESORT DESIGN ASSOCIATES INTERNATIONAL Date: 328.01 UN 30 W. Benchmark Rd. quite 220 Fax: 970 -949 -0899 Avon, dolorado 81620 Tel: 970 - 949 -0933 kale: 1 i4' =1' -0"