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Home My WebLink AboutApplication- Permit• Garfield County Building, Sanitation, & Planning Department 108 8th Street, Suite #201 Glenwood Springs, Co. 81601 Office- 945-8212 Inspection Line- 384-5003 NO. Sq-75- Job q-7S Job Address ail CQ a , \ 1 OL Nature of Work Building Permit 3\--0 — j)4 - \ fl Use of Build Owner Lnn e ��Se-T �/ . ofeir1 Cc .J - Contractor Amount of Permit $ 37 Date a� 1t.- C`A`reQro LAAq- re 1 -10H9 Clerk • � \le U.,,; C 1-oop .ncai,c t ot*d tv - csr<p srt 4- 90y9 GARFIELD COUNTY BUILDING PERMIT APPLICATION oast{ COUNTY (OWJWOOD LtMor1 COLOIADO TF1aRONt 1970) 113.4211 PERMIT NO • t>17 R4ttC1kklLD 97J13€4 -50C3 PARCflJSCHEDVLE 140. , RO.434-2.3 10 `ir,C /' IaIA 70 2X 3., .57C- Cc XJ(o 44— - .... ( =boa ESE NJ WOoreq,.a TION 57/j IktZete "T4 -SY3v —11S\ 0 _3D 2 ��E7 . L 4r''Ccapar.aas2P07 it*n � f» » zW. k�� awls 3 F13 r .2..4 3 - 3 ._.."ato:•1 I De A 4 .aol,— . �+sJ w .... ASA. ,IOaa.r. 2 / .r �^ A nns.r 6 , f A c. 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IMLNf r!@ �.uu1C go. $2 f r�o8 9S MAL III DAMMAM:WIMP: 3751•C19 OR &WDWW Anay a naao.aD. aaer OST ZMM MAD At Mao 12.21 13 �(] ' J R''7 1L7 M./ '7 COSI1 n71. ••Al .A.a to M MI AMD lelCT. otal rot a WORK llat Mtb.aaa Ia ar Aet a our 7Y au.nMN 3Ua,n 1ala } °B�- I CGr ALL I.f a xincal Sam STIROITY10 LOC Wire Dal ma won 70 CO w t 071SITN* ~ �.. i1, d o 3 1 SpQlo i IP.IALa I>.•1.1.03k k . �� A' AO �. t, si' "°al' 00 .nom y it.- �a Se 3( mo'D. -.w- ,� fifilafeent ?Ma a 11111117 MIAS IaAIn&A• AlO COA7)ACTOI AMD 71M AWL a11acdR)KioRORMelo CONSTRUCT M .7AOCIla)N aDlfn sa 4i0 eDIPIONVealloss Racarrp ADWWI= 17710 ) IICOMOOlMD16N! A alam11=11 a Ta autz.c aria ILC. rat 1134111.111.01 KIM TO = Sr v.771 ALL Mama coo= Alt WD 171► 134/1LaT,01.i AMC re &no cam rlaalAlQTDA(.Taint OWN E tS1 Si AR o aten Tat lam 101 am AarII ma nt AIM% YID OIDI11113 Alt 1Dr Nal cony rariaawarm nierint 03111/S1.11 -MEL cancan MDLL LMa 01121 o MOVII DBK® ITIMR7Ll )a; 7115 MAY MOM 'SNOOD )7 NDDS nW T* MIWlla a A Matr)AMD VMS 1W/ R rtATna AIV aeaDATA MUM IWHIT 1R MOW gotta PROM 71102.02911510111103011111 0711101 31i 01 MOM $ MD 7LNa. ,IO/CATl@a AND ole DATA at no NIvv4Dc 1Dra.A1 aa.a170b110eaaG filar al 71eA/DID4 %`MV IM Nola OPTS Oma a Sr Olat ORDOenal flealat,. aala7■aadCID1.. TM a t a 110 aa.anTh AID a.alr;71QM Am macron a1aarnsia OM1 sin anti WT OaeQMD AN ACm[.MS AAM tIOQIOIOaI aLuang 7101 aaAMa4 moral M)aa ewoaa a eadMwos toll rcenaavn MIN/ lis sae IeSerers Dan °atamaa'mars a male e.7 nine •atnr, ants as IaiIAID COMM MIS Aa betiallinisu connymns..D M 141/1•3117 CV 11110%11111411 91111an Salo IA MYACICO IDa taarl MYtMA9 AMD °)IDM1711071* AtlQI1 AWN' OWN) 'DY D 411$r 01 60(0 I'd C920 -BCP -0t6 S920 -9L4 -O46 de/Mafia •d Waco(' •1. CO EO 61 'nu .7a99a9ue-1 •d 4dacoC 032:60 CO 93 AQN The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non- absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. A complete bathroom, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all 1997 UBC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOTOCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISE UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupann use an the issuance of a Certificate of Occupancy for the dwelling under building permit# 17, .%J Signature Date BpcontO82002 VALUATION/FEE DETERMINATION Applicant I-404TC; Lg. Subdivision Address 04'7Q C/Z it/ Lot/Block Date 12 • 27-Q3 Contractor Davky\ Ibavi 4 Finished (Livable Area): Main Upper Lower Other Total Square Feet Valuation Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation 725 y I $ /3, oCo Valuation 111p y 9 Decks/Patios: Covered Valuation Open Valuation Total Valuation iPRAA47— 431. CRAW 280,57 5 r"-PTiL /50 , 0 0 04wF rpt. irjo , o0 IZ (07.. 22 /s,4444 28,9`► GARFIELD COUNTY 9703843470 11/24/03 01:19pm P. 001 s GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS for MANUFACTURED HOMES In order to understand the scope of the wotk intended under a permit application and expedite the issuance of a prnntt it is important that complete information he provided. Adequate and complete information will prevent delays in the pian review process. Reviewing a plan and the discovery ilia required mfurmation has not been provided by tlic applicant may result in the delay of the permit issuance and in proceeding with building construction The owner or contractor may be required to provide this infonnatton before the plan review may proceed. This causes delays because other plans that are in line for review may be given attention before the new information may be reviewed atter it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. If you do not, it may be helpful to ultain a hook titled "Dwelling Construction under the Uniform Building Code". This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction profcsslonal for construction of your project. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prier to and during design. Applicants arc required to indicate appropriately and to submit the completed checklist at time of application for a permit. All Plans submitted must be incompliance with the 1997 UBC, UMC, and 1997 UPC. GARFIELC COUNTY 970 949470 11/24/09 01:1Upm P. 0e2 2 Is a site plan included that identifies the location of the proposed structure or addition and distances to thc property lines from each corner of the proposed structure prepared by a licensed surveyor and has rbc surveyors signature and professional stamp on the drawing? Pmpcntcs with slopes of 30% or more rr ust be shown on site plan NOTE: 106.3.1 (7.) Any site plan for the pla;cmcnt of any portion of a structure within 50 ft, of a property lure and not within a previously surveyed building erve:opc On a subdbvision final plat shall be prepared by a licensed surveyor and have the surveyors signature and proies,ioral stamp en the drawing. Any structure to be built •n ithin a budding envelope of a lot shown on a recorded subdivision plat. shall include a copy et the building envelope as it is show:: on the final plat with the proposed structt.re located within the envelope. Yes 0/.- 2. 2. Docs thc site plan when applicable include the location of the 1.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, w ells (on subject property and adjacent properties), sti earns or water courses? This ;nfortnatior, roust be certified by a licensed surveyor with their signature and professional stamp on thc design. Yes �i 3 Does the site pian include any other buildings. setback easements and utility easements? Please refe- to Section 5.05 03 in the Garfield County Zoning Resolution if the property you arc applying feu a building permit on is located on a comer lot. Soccial setbacks do apply Yes . 4. Docs the site plan indicate the location and direction of the Canty or private road accessing the property? Yeas-- - 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? A Flour Plan of the Modular Unit showing exterior doors is required. Yes __Y h Do you understand that if you belong to a homeowners association. it your responsibility to obtain written permission from thc association, if required by that association. prior to submitting an application for a building permit? If you do rot have wntten permission from the association, do you understand that the plan cheek fee will not he refunded should the architectural committee deny o` reject your b!lilding plans?: Yes v No 7. 1Vi11 this he the on!) residential structure on the parcel? Yes t,-- No if no -Explain' 8. Have two (2) complete sets ofconsnuction drawings been submitted with the application' 2 GARFIELD COUNTY 9703E434,0 11/24/03 01:1Spm P. ees c •9. For the placement of a manufactured home, have the following been specified? The size of the unit (minunum 20ft. wide x 20ft long); hve roof load (minimum 40# could be more depending on elevation of property); wind design (minimum wind speed of sn mph & 15 Ib. wind load), foundation design; method of anchrring? Yes_.,,...-- 6� 10 Have you designed or had this plan designed while considering building and other construction code requirements? Yes ._ No 11. Do your plans comply with all zoning rules and regu:ations m the County related to your zone district? No 12. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes ,/ No 13. Do you understand that approval for design and/or construction changes arc required prior to the application of these changes? Yes__ f No 14. Do) ou understand that the Building Department will collect a "Platt Review" fcc from you at the time of application and that you will be required to pay the "Permit reel' as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes No 15. Are you aware that twenty-four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale in the afternoons. All inspections must be called in by 3:30 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your inspection one (1) day. Inspections arc to be called in to 384-5003. Ycs ; / No 16. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $47.00 re-inspcctt fee? Yes__ No 17 Art you aware that you arc required to call for all inspections required under the Uniform Building Code including approv.,l on a final inspection prior to receiving a Certificate of Occupancy and occupancy ofjjhe building? Yes ✓ No 18. Arc you aware that prior to submittal of a building permit you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & l3ridgc Department at 625-8601. Yes No 3 • ccRFIELr COUNT4 9708843470 11124!02 01:19pm P. C04 L a 19. Do you understand that you will he tecuired to hire a State of Colorado Licensed Electrician and Plummer to pet form installations and hookups, unless you as the homeowner arc performing the work? The license number of the person performing the work will be required at time of applicable inspection. No 20. Ate you aware, that on the front of the Bnlding Permit Application you will need to fill in the Parcel/Schedule Number for the lot you arc applying for this permit on prior to the submittal of a building permit application? Your orttnt on in :his is appreciated. Yes r % No 21. Arc you aware that you will need to call the Stale Division of Housing to have your modular inspected prior to thc County building department doing their tin al. inspection? The State will charge a fce for this inspection. Yes vr No 22. Are you aware that the Permit Application must be signed by the Owner or a wntten authority be give.: for an Agent and that the party responsible for thc project must comply with the Uniform Building C.ode'l_ Yes No I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. v jtu-oz lC� r/ Stgnatui c of Owner Date Phone: li9't- >' Z3. y (days); --- (evenings) Project Name. La np e,c, v. C it z i 1` Project Address: 0 5' 7 0 Cr ? // 5 i rl I( Notes: If you have answered "No" on any of the questions, you may be required to provide this information at the request of thc Building Official prior to beginning the plan rev ew process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum com2hance with the adopted codes. the application may be placed behind more recent applications for building permits in the review process and not reviewari until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction bpregmh 04/2003 4 /lgtps Si 4+Srrci-l- C- om of,FQcdAC•. PLAN REVIEW CHECKLIST Applicant (, 444 tQ *It Building MIA. Engineered Foundation '> 10 ✓Driveway Permit ./Surveyed Site Plan> 60 _Septic Permit and Setbacks ✓Grade/Topography 30% Date /1:L3•O3 Planning/Zoning Ou . Property Line Setbacks 30ft Stream Setbacks 'tach Residential Plan Review List Cm n,w 4 "Pau y .7 Minimum Application Questionnaire ---"'Subdivision Plat Notes la Fire Department Review ,/valuation Determination/Fees ed Line Plans/Stamps/Sticker ✓ttach Conditions L. ----Application Signed tan Reviewer To Sign Application ✓Parcel/Schedule No. ✓40# Snowload Letter- Mani Hms. GENERAL NOTES: Flood Plain Building Height Zoning Sign -off Road Impact Fees HOA/DRC Approval Grade/Topography 40% Planning Issues Subdivision Plat Notes EC) 'd wu-eE2203 ee:32 November 24, 2003 Modular Housing 1440 Airport Rd Rifle, Co S16S0 S]tMIT CREST HOMES 970 53> 2999 P.01i0t 00 4a1 SUMMIT CREST HOMES Diplom of Champion Mnniebuikters G,nzpscnt Garfield County Building Department Customer: Pepi Langeggar, 0470 Co Rd 311, Silt, Co To Whom It May Concern: The home, model 911, to be built kr customer Langeggar will be built to the ¶IHC code with a 401b snow lad, 90 mph wind ® exposure C and a 7.12 roof pitch. Please feel free to call if you have any questions. 1-S00-8154632. Sincerely, TJ„.ACiC1) Michelle Anderson Summit Crest Homes 2231 Cloron Law • T.O. eooc 10 • Berthoud, Colons& eons 11;070)i -3246U • Pas (970) 5324352 99869?90L6 ON Xdd TOTAL P.01 ON[Sfl:HNH1(100W Wd 6920 NOW 600?-6d-f!ON 11/25/2003 00:35 6258627 ROAD AND BRIDGE PAGE 01 r 1:: Garfield County Road and Bridge Department Silt, CO 81652 970-984-3254 CC: Garfield County Building and Planning Department Dear Mr. Langegger, The driveway that is already in place meet, with Garfield Canty Road and Bridge standards; therefore no driveway permit is needed If you have any questions or problems, please feel free to contact me. Sincerely, Bert Guliu Assistant Foreman Garfield County Road and Bridge Department P.O. Bmc 426 a CO Wan Phase: 9704254N1. Pre 970-62.5U27 Gafield County Building and Planning 108 8th Street Ste 201 Glenwood Springs, Colorado 970-945-8212 Plan analysis based on the 1997 Uniform Building Code Project Number: Project Name: Langegger Address: 0470 CR 311, Silt, CO Occupancy: B,U1 Construction: V -N Date: December 18, 2003 Contractor: Doolen Architect: Engineer: Report By: A. Schwaller NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by b w & a. (719) 599-5622 Portions of the material contained in this program are reproduced from the Uniform Building Code with the permission of the International Conference of Building Officials. SEPARATION DIRECTION BOUNDARY AREA INCREASE NORTH Property line 100.0 Feet EAST Property line 200.0 Feet SOUTH Property line 130.0 Feet WEST Property line 200.0 Feet Allowable area increased 100.% for open -- Sec. 505.1 FL NAME FIRE PROTECTION 100.0 Feet 200.0 Feet 130.0 Feet 200.0 Feet area on 4 sides. OCC MAX FLR AREA ALLOWED RATIO STATUS 1 Office 1 residence 1 garage TOTAL FOR FLOOR BUILDING TOTAL -- Sec. 504 and Table 5-B B B U1 ok 1920 16000 0.12 ok 1782 16000 0.11 ok 725 16000 0.05 4427 16000 0.28 4427 16000 0.28 The actual height of this building is 18. feet. The maximum height of the building is 25 feet. -- Zoning ok ok ok ok ok Page # 2 Code review for: Project Id.: Langegger Address: 0470 CR 311, Silt, CO EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5-A NORTH For Bearing Non -Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required B 0 hour 0 hour None Any No U1 0 hour 0 hour None Any No EAST For Bearing Non -Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required B 0 hour 0 hour None Any No U1 0 hour 0 hour None Any No SOUTH For Bearing Non -Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required B 0 hour 0 hour None Any No U1 0 hour 0 hour None Any No WEST For Bearing Non -Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required B 0 hour 0 hour None Any No 01 0 hour 0 hour None Any No None No fire protection requirements for openings. 3/4 hour Openings are to be protected with 3/4 hr fire assemblies. 50% of the area of the wall maximum. -- Table 5-A, Footnote 5 & Sec. 503.2.2 Maximum single window size is 84 sq.ft. with no dimension greater than 12 feet. -- Sec. 713.8 Not Allowed Openings are not permitted in this wall. Page # 3 Code review for: Project Id.: Langegger Address: 0470 CR 311, Silt, CO OTHER BUILDING ELEMENTS Table 6-A ELEMENT MATERIAL RATING Interior Bearing wall Any 0 hr Interior nonbrg wall Any 0 hr Structural Frame Any 0 hr Exterior Struct Frame Any 0 hr Floor/Ceiling Assembly Any 0 hr Roof/Ceiling Assembly Any 0 hr Stairs Any None NOTES See footnote #1 FOOTNOTES: 1) Elements in an exterior wall located where openings are not permitted or where protection of openings is required, shall be protected against external fire exposure as required for exterior bearing walls or the structural frame, whichever is greater. -- Table 6-A, footnote 1 Page # 4 Code review for: Project Id.: Langegger Address: 0470 CR 311, Silt, CO PENETRATIONS OF FIRERESISTIVE ASSEMBLIES WALLS ASSEMBLIES -- Sec. 709.6 Through penetrations: 1) Penetrations shall be installed as tested in the rated assembly. -- Sec. 709.6.2 2) Penetrations shall be protected by an approved penetration firestop system and shall have an F rating of not less than the required rating of the wall penetrated. -- Sec. 709.6.3 Exception: When penetrating items are steel, ferrous or copper pipes or steel conduits and the wall is concrete or masonry, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum Size of the penetrating items is equivalent to a 6 -inch diameter and the opening is a maximum of 144 square inches. -- Sec. 709.6.1 Membrane penetrations: The requirements are the same as for through penetrations. -- Sec. 709.7 Exceptions: 1. Steel electrical outlet boxes that do not exceed 16 square inches provided that the area of such openings does not exceed 100 square inches for any 100 square feet of wall area. Boxes on opposite sides of the assembly shall be separated by a horizontal distance of not less than 24 inches. 2. Sprinklers with metal escutcheon plates. Noncombustible penetrating items shall not be connected to combustible materials on both sides of the membrane unless it can be confirmed that the fire -resistive integrity of wall is maintained. -- Sec. 709.7 Page # 5 Code review for: Project Id.: Langegger Address: 0470 CR 311, Silt, CO FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES -- Sec. 710.2 Through pentrations: Through penetrations of fire -resistive horizontal assemblies shall be enclosed in fire -resistive shaft enclosures. -- Sec. 710.2.1 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, pipes, tubes and vents through a single concrete floor, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6 -inch diameter and the opening is a maximum of 144 square inches. 2. Electrical outlet boxes that have been tested for use in fire -assemblies. The system shall have an F rating and a T rating of not less than one hour but not less than the required rating of the floor system. -- Sec. 710.2.3 Exception: Floor penetrations contained and located within the cavity of a wall do not require a T rating. Membrane penetrations: The requirements are the same as for through penetrations. -- Sec. 710.3 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, electrical outlet boxes, pipes, tubes and vents through concrete or masonry and the annular space is protected by an approved penetration firestop assembly or protected to prevent the free passage of flame and products of combustion. Such penetrations shall not exceed an aggregate area of 100 square inches in any 100 square feet of ceiling area in assemblies without penetrations. 2. Electrical outlet boxes that have been tested for use in fire -assemblies. 3. Sprinklers with metal escutcheon plates. Fire -resistive roofs may have unprotected openings. -- Sec. 710 4 Page # 6 Code review for: Project Id.: Langegger Address: 0470 CR 311, Silt, CO SMOKE and FIRE DAMPERS -- Sec. 713.10 and 713.11 Dampers shall be accessible for inspection and servicing: 1. Penetrations through area separation walls. Penetrations through occupancy separations. 2. Penetrations of the fire -resistive construction of horizontal exit walls or corridors serving as a means of egress. Exception: Openings for steel ducts penetrating the required fire -resistive construction of corridors are not required to have smoke dampers when such ducts are of not less than 0.019 -inch thickness (26 gage) and have no openings serving the corridor. 3. Penetrations of shaft enclosures. Exceptions: 1. Duct penetrations by steel exhaust air subducts extending vertically upward at least 22 inches above the top of the opening in a vented shaft where the airflow is upward. 2. Penetrations of a fire -resistive floor forming the base of a shaft enclosure may be protected by fire dampers listed for installation in the horizontal position. 3. Smoke dampers are not required when shaft is exhaust only, and is used for continuously operating fans. 4. Penetrations of the ceiling of fire -resistive floor -ceiling or roof -ceiling assemblies. Exception: Smoke dampers are not required. 5. Penetrations of an atrium enclosure element. Exception: Smoke dampers are not required. 6. Penetrations of exterior walls where protection of openings is required. Exception: Smoke dampers are not required. 7. Penetrations of areas of refuge. Exception: Ventilation system designed to supply outside air during an emergency. 8. Smoke dampers are required in smoke barriers and elevator lobbies. DRAFT STOPS: If there is combustible construction in the roof/ceiling assembly, draft stops shall be installed so that the area of concealed space does not exceed 3,000 square feet and so that the horizontal dimension between stops does not exceed 60 feet. -- Sec. 708.3.1.2.2 Page # 7 Code review for: Project Id.: Langegger Address: 0470 CR 311, Silt, CO OCCUPANCY SEPARATIONS -- Table 3-B B-01 lhr HEATING EQUIPMENT SEPARATION: FOR B OCCUPANCY: A 1 hr. occupancy separation is required around rooms containing a boiler or central heating unit greater than 400,000 BTU input. -- Sec. 302.5 FOR 01 OCCUPANCY: ADDITIONAL SEPARATIONS: A refrigeration machinery room shall be separated from the remainder of the building as required for an H7 occupancy regardless of area. A horizontal occupancy separation may be limited to the actual floor area of the machinery room. Structural supporting elements shall be protected for the type of construction only. -- Sec. 2802 A 1 hour separation is required from an B occupancy. -- Table 3-B FOR B OCCUPANCY: Medical gas systems shall be installed and maintained in accordance with the Fire Code. Nonflammable supply cylinders located inside the building shall be separated from the rest of the building by not less than 1 hour fire -resistive construction. Openings shall be protected by self-closing smoke and draft -control assemblies having a fire - protection rating of not less than 1 hour. -- Sec. 410 VENTING With an exterior wall There shall be not less than 2 vents of not less than 36 square inches in area. One vent shall be within 6 inches of the floor and one shall be within 6 inches of the ceiling. Without an exterior wall An automatic sprinkler system is required in the room. The room shall be vented to the exterior through ducting contained within a one-hour shaft enclosure. Approved mechanical ventilation shall provide 6 air changes per hour for the room. EXIT REQUIREMENTS: FL NAME NUMB MIN MIN PANIC HALLWAY/ DOOR NOTES OCC EXITS WIDTH HDWR CORRIDOR SWING 1 Office 19 1 3.8 No N/A N/R 1 residence 18 1 3.6 No N/A N/R 1 garage 7 1 1.4 No N/A N/R TOTAL 44 2 8.8 No N/A N/R Page # 8 Code review for: Project Id.: Langegger Address: 0470 CR 311, Silt, CO In areas where 2 exits are required, the minimum separation is 1/2 of the maximum diagonal of the area or floor. -- Sec. 1004.2.4 When 2 exits are required, exits must be arranged so that it is possible to go in either direction from any point in a corridor or hallway to a separate exit, except for dead ends not exceeding 20 feet in length. - - Sec. 1004.2.6 Exit signs are required from all areas where 2 or exits are required. - - Sec. 1003.2.8.2, Exception 2 No point to be more than 100 feet from an exit sign. Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. -- Sec. 1003.2.8.2, Exception 1 Door swing is based on Sec. 1003.3.1.5 except as noted. Occupant load factor is based on Table 10-A. Number of exits is based on Table 10-A except as noted. Exit width is in inches and based on Sec. 1003.2.3 and Table 10-B Exit width is to be divided approximately equally among exits. - - Sec. 1003.2.3.2 Width shown for all areas is based on other egress components. Width shown for 1st floor is based on other egress components. Width shown for other floors & basements is based on stairways. -- Table 10-B For the minimum width of doors, see Sec. 1003.3.1.3 For the minimum width of hallways, see Sec. 1004.3.3.2 For the minimum width of corridors, see Sec. 1004.3.4.2 For the minimum width of stairways, see Sec. 1003.3.3.2 FOOTNOTES: FLUSH AND SURFACE BOLTS: Manually operated edge- or surface -mounted flush bolts and surface bolts or any other type of device that may be used to close or restrain the the door other than by operation of the locking device shall not be used. When automatic flush bolts are used, the door leaf having the automatic flush bolt shall not have a door knob or surface -mounted hardware. The unlatching of any leaf shall not require more than one operation. -- Sec. 1003.3.1.8 Page # 9 Code review for: Project Id.: Langegger Address: 0470 CR 311, Silt, CO LOCKS AND LATCHES: Regardless of the occupant load served, exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. -- Sec. 1003.3.1.8 Key -locking hardware may be used on the main exit when the main exit consists of a single door or pair of doors if there is a sign stating THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS. When unlocked, door(s) must swing without operation of any latching device. -- exc. LANDINGS AT DOORS: 1) A floor or landing shall be provided on each side of doors. When access for persons with disabilities is required. the floor or landing shall not be more than 1/2 inch lower than the threshold. When access is not required, the maximum is 1 inch. -- Sec. 1003.3.1.6 2) Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width. The minimum length in the direction of exit travel is 44 inches. -- Sec. 1003.3.1.7 TRAVEL DISTANCE: (distance to an exit) The maximum travel distance in this building is 200 feet. -- Sec. 1004.2.5. Travel distance shall not be limited within an exit enclosure or exit passageway. -- Sec. 1005.2.2 BUILDING ACCESSIBILITY: In offices (except health-care providers) and retail sales floors, with an aggregate area of not more than 3000 above or below the accessible floor need not be accessible. -- Sec. 1103.2.2 Exception Page # 10 Code review for: Project Id.: Langegger Address: 0470 CR 311, Silt, CO 1) This building including each tenant shall be provided with at least one entrance which complies with the accessible route provisions of CABO/ANSI A117.1. At least 50 percent of all entrances shall be accessible. -- Sec. 1103.2.3 2) When more that one exit is required from any accessible space, each accessible portion of the space shall be served by not less than two accessible means of egress. -- Sec. 1104.1.1 3) When an exit stairway is part of an accessible means of egress, the stairway shall have a clear width of not less than 48 inches between the handrails. The stairway shall either incorporate an area of refuge within an enlarged story -level landing or shall be accessed from an area of refuge. -- Sec. 1104.1.2 The area of refuge shall have direct access to the stairway that serves it. -- Sec. 1104.2.1 4) Each area of refuge shall be sized to accommodate one wheelchair space not less than 30 inches by 48 inches for each 200 occupants, or portion thereof. -- Sec. 1104.2.3 5) If the area of refuge is not within the stairway, it shall be separated from the rest of the story by a smoke barrier having at least a one- hour fire -resistance rating. Smoke barriers shall extend to the roof or floor deck above. Doors shall be smoke and draft control assemblies with a rating not less than 20 minutes. -- Sec. 1104.2.4 6) Two-way communications are required. -- Sec. 1104.2.5 7) Each area must be identified by a sign stating AREA OF REFUGE and the international symbol of accessibility. -- Sec. 1104.2.7 8) NOTE: Exit stairways in buildings protected throughout by an approved automatic sprinkler system are NOT required to incorporate an area of refuge. -- Sec. 1104.1.2, Exception 2 ROOFING REQUIREMENTS: 1) The roofing on this building is required to be Class C. -- Table 15-A 2) See section 1504 and IC130 research reports for requirements. VENTILATION: All areas customarily occupied by humans shall be provided with natural ventilation by means of openable exterior openings with an area of not less than 1/20 of the total floor area or shall be provided with a mechanically operated ventilation system. Such system shall be capable of supplying a minimum of 15 cubic feet per minute of outside air per occupant. -- Sec. 1202.2.1 Page # 11 Code review for: Project Id.: Langegger Address: 0470 CR 311, Silt, CO WALL AND CEILING FINISH: 1) Wall and ceiling finish materials are required to comply with Sec. 804.1 and Table 8-B. 2) Carpeting on the ceiling is required to have a Class I flame spread rating. -- Sec. 804.2 3) Textile wall coverings shall have Class I flame spread rating. and shall be protected by automatic sprinklers or meet the acceptance criteria of U.B.C. Standard No. 8-2 -- Sec. 805 4) Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 5 inches. - - Sec. 807.1.1 5) Walls within 2 feet of the front and sides of urinals and water closets shall have a smooth, hard nonabsorbent surface. - - Sec. 807.1.2 INSULATION NOTES: 1) A11 insulation material including facings are required to have a flame -spread rating of 25 or less and a maximum smoke density of 450 unless it is in a concealed space and the facing is in contact with a wall or ceiling. -- Sec. 707.3 exc.2 2) Foam plastic insulations are required to be protected. Sec. 2602 ACCESSIBLE FACILITIES: NOTE: Except as noted, section numbers listed below are from CABO/ANSI A117.1 - 1992 Page # 12 Code review for: Project Id.: Langegger Address: 0470 CR 311, Silt, CO WATER FOUNTAINS AND WATER COOLERS: At least 50 percent of drinking fountains, but not less than one, provided on every floor shall be accessible. -- UBC Sec 1105.4.1 Accessible units must comply with the following: 1) Spout is to be within 36 inches of the floor. -- Sec. 4.15.2.1 2) Spout arranged for parallel approach shall be located 3 inches maximum from the front edge. Spouts of cantilevered units with knee and toe clearances shall be located 15 inches minimum from the vertical support and 5 inches maximum from the front edge. - - Sec. 4.15.2.2 3) Spouts shall provide a flow of water 4 inches height minimum. - - Sec. 4.15.2.3 4) Operable parts shall be located at or near the front edge of the unit and shall comply with 4.25.4 -- Sec. 4.15.3 5) A cantilevered unit is required to extend 17 inches minimum from the vertical support. Clear knee space must provide a clear area of 8 inches in depth at 27 inches high and 11 inches at 9 inches minimum above the floor. -- Sec. 4.15.4.1 6) Forward approach units shall comply with 4.2. Units in alcoves shall comply with 4.2.4.4. Units not having the necessary knee and toe clearance or clear space under them shall comply with 4.2.4 and have a clear floor space that allows a person in a wheelchair to make a parallel approach. -- Sec. 4.15.4.2 TOILET FACILITIES: 1) A 60 inch diameter unobstructed turning space is required in the toilet room. -- Sec. 4.16.3, 4.2.3 & Fig. B4.2.3 2) Water closet shall be mounted adjacent to a side wall or partition. The distance from the side wall or partition to the centerline of the water closet shall be 18 in. Sec. 4.17.1 3) When the accessible water closet is not in a stall: The clear floor space shall be 48 in minimum in front of the water closet and 42 in from the center line of the water closet on the side not adjacent to the wall. -- Sec. 4.17.2 & Fig. B4.17.2 4) When the accessible water closet is in a stall: The stall shall be 60 in wide minimum and 56 in deep minimum for wall hung water closets and 59 in deep minimum for floor mounted water closets. -- Sec. 4.18.3.1 If the door swings into the stall, the required depth shall be increased by 36 inches minimum. -- Sec. 4.18.3.2 & Fig. B4.18.3.1 Page # 13 Code review for: Project Id.: Langegger Address: 0470 CR 311, Silt, CO 5) The bars are to be 33 to 36 inches above the floor and shall be provided on the rear wall and on the side wall closest to the water closet. -- Sec. 4.24.2.2 & Figs. B4.17.3, B4.17.4 and B4.18.3.1 a) Side grab bar is required to start within 12 inches of the back wall and extend to 54 inches from the back wall. (The minimum length of the bar is 42 in) -- Sec. 4.17.4.1 & Figs. B4.17.3 and B4.18.3.1 b) The rear bar shall be 24 in long minimum, centered on the water closet. Where space permits, the bar shall be 36 in long minimum, with the additional length provided on the transfer side. -- Sec. 4.17.4.2 & Figs. B4.17.3, B4.17.4 and B4.18.3.1 6) The top of the seat on the water closet is required to be 17 to 19 inches above the floor. -- Sec. 4.17.3 & Fig. B4.17.3 7) Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor. -- Sec. 4.19.2 8) A clear area of 30 X 48 inches minimum is required in front of the urinal. Privacy shields shall not extend beyond the front edge of the urinal rim, unless they are 30 inches apart minimum. -- Sec. 4.19.3 9) Accessible lavatories shall be mounted with the rim 34 inches maximum above the floor and a clearance of 29 inches minimum from the floor to the bottom of the front edge of the apron. -- Sec. 4.20.2.1 & Fig. B4.20.3.1 10) It shall extend 17 inches minimum from the wall. The clear knee space shall be 8 inches in depth minimum at 27 inches minimum above the floor and 11 inches in depth minimum at 9 in minimum above the floor. The dip of the overflow shall be ignored when checking the clearances. -- Sec. 4.20.3.1 & Fig. B4.20.3.1 11) A clear floor space of 30 X 48 inches minimum shall be provided in front of the lavatory and shall extend 19 inches maximum under the lavatory. -- Sec. 4.20.3.2 & Fig. B4.20.3.2 12) Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact. -- Sec. 4.20.4 13) The bottom of mirror is required to be within 38 inches of the floor. -- Sec. 4.16.6 & Fig. B4.20 3.1 Page # 14 Code review for: Project Id.: Langegger Address: 0470 CR 311, Silt, CO GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 2406.3 & 2406.4 Locations: 1) Glazing in ingress and egress doors except jalousies. 2) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 3) Glazing in storm doors. 4) Glazing in all unframed swinging doors. 5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. 6) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24 -inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 7) Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: A. Exposed area of an individual pane greater than 9 square feet. B. Exposed bottom edge less than 18 inches above the floor. C. Exposed top edge greater than 36 inches above the floor. D. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8) Glazing in railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in -fill panels. 9) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edges is less than 60 inches above the pool side and the glazing is within 5 feet of the pool or spa water's edge. 10) Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surface. Page # 15 Code review for: Project Id.: Langegger Address: 0470 CR 311, Silt, CO CRAWLSPACE REQUIREMENTS: 1) Provide ventilation either by mechanical means or by openings in exterior walls. Opening shall provide a net area of not less than 1 square foot for each 150 square feet of area in crawl space. Openings shall be distributed on two opposite sides and be located as close to corners as practical. -- Sec. 2306.7 Note: Vent openings may be reduced to 10% of the above if ground surface area is covered with an approved vapor barrier and the building official approves. 2) Provide 18 -inch by 24 -inch access opening to the crawl space area. Note: Opening may be required to be larger if mechanical equipment is located in the crawl space. -- Sec. 2306.3 3) Unless the wood is listed as an approved wood of natural resistance to decay or treated wood, the minimum clearance between exposed earth and floor joist is 18 inches. The minimum clearance to beams and girders is 12 inches. -- Sec. 2306.3 ATTIC REQUIREMENTS: 1) Provide an access to all attic areas with a clear height of 30 inches or more. The minimum size is 22 inches by 30 inches. There must be 30 inches or more clear height above the access. -- Sec. 1505.1 2) Provide ventilation in all attic areas. The net free vent area is to be not less than 1 square foot for each 150 square feet of attic area. The vent area may be 1/300 if at least 50% of the required ventilating area is provided by ventilators located in the upper portion of the attic. The upper ventilators must be at least 3 feet above the eave or cornice vents. -- Sec. 1505.3, Exception 1 The vent area may be 1/300 provided a vapor retarder having a transmission rate not exceeding 1 perm is installed on the warm side of the attic insulation. -- Sec. 1505.3, Exception 2 3) Where eave or cornice vents are installed, insulation shall not block the fee flow of air. A minimum of 1 inch of air space shall be provided between the insulation and roof sheathing. -- Sec. 1505.3 Commentary CABO/ANSI A117.1-1992 4.16 Toilet, Bath, Dressing and Shower Rooms, and Bathing Facilities 4.16.1 General. Accessible toilet rooms, bathrooms, bathing facilities, dressing rooms and shower rooms shall comply with 4.16. When required to be accessible, all of these facilities must be located on an accessible route and have doors, clear floor space and operable parts that meet the requirements established and discussed in the following sections. 4.16.2 Doors. All doors to accessible toilet rooms, bathrooms, bathing facilities and shower rooms shall comply with 4.13. Doors shall not swing into the clear floor space required for any fixture unless the toilet or bathroom is for individual use only, or a clear floor space complying with 4.2.4.1 is provided beyond the arc of the door swing within the room. When a door opens into a bathroom, sufficient maneuvering space needs to be provided within the room for a person using a wheelchair to enter, close the door, use the futures, reopen the door and exit without undue difficulty. A "bathroom for individual use" refers to a bathroom for private use by one individual at a time. The door may encroach on all future -clear floor spaces in the bathroom because it is assumed that no one will be using the fixtures as the door is being opened The 30 -inch by 48 -inch (760 mm by 1220 mm) clear floor space is required to be beyond the arc of the door swing to ensure that the wheelchair user is positioned so as to be able to close and open the door without being struck by the door. 4.16.3 Clear Floor Space. Accessible fixtures and operable parts shall comply with 4.17 through 4.22. An unobstructed turning space complying with 4.2.3 and 4.2.4.1 shall be provided within an accessible room. The clear floor spaces at fixtures and operable parts, the accessible route, and the turning space shall be permitted to overlap. The wheelchair maneuvering space overlaps the required clear floor spaces at fixtures and extends under the lavatory 19 inches (480 nim) maximum because knee space is provided. However, because toe or knee space is not available at the toilet, the wheelchair maneuvering space is clear of the toilet. Design and location of floor drains should not impede the use of plumbing futures. It is important to note that a future cannot overlap the clear floor space for another fixture. See Fig. C4.16.3. FIoor drains located in front of accessible plumbing fixtures can create slopes that cause undesired movement of a wheelchair or walking aid in the use of plumbing fixtures. Because the clear floor space at fixtures and turning space are permitted to overlap, portions of the turning space may extend underneath the lavatory. Utilizing the space underneath futures when turning, works only when the user faces the fixture (i.e., the space underneath a fixture can accommodate only the knees and toes of the user). If the wheelchair user's back is against the fixture, the knee and toes spaces cannot be utilized when making a turn. 83 Commentary CABO/ANSI A117.1-1992 4 15j1 Fig. C4.16.3 C Floor Space Overlap 4.16.4 Operable Parts and Dispensers. Accessible operable parts, dispensers, receptacles or other equipment shall comply with 4.25. All components of a toilet room must be accessible, including flush controls, faucets, hand dryers, waste containers, etc. See commentary to 4.25. 4.16.5 Medicine Cabinets. Accessible medicine cabinets shall be located with a usable shelf 44 inches (1120 mm) maximum above the floor. The floor space shall comply with 4.2.4. The height of 44 inches (1120 mm) encompasses all types of reaches and the clear floor space of 4.2.4 ensures that a person will be able to maneuver into position to access the shelf. Other methods for storing medical and personal care items are very useful to people with physical disabilities. Shelves, drawers and floor -mounted cabinets can be provided within the reach ranges of a person with a disability. 4.16.6 Mirrors. Mirrors, mounted above lavatories or sinks, shall have the bottom edge of the reflecting surface 38 inches (965 mm) maximum above the floor. See Fig. B4.20.3.1. Full-length mirrors used in conjunction with wheelchair accessible dressing rooms shall be 18 in (455 mm) wide, minimum, and shall be mounted with the bottom edge 18 inches (455 mm) high, maximum, above the floor and the top edge 72 inches (1830 mm) high, minimum. Mirrors shall be located in a position affording a view to a person seated on a bench or a wheelchair, as well as to a person in a standing position. The normal eye level of a wheelchair user, 43 inches (1090 mm) to 51 inches (1295 mm), provides an angle of incidence sufficient such that reflection from a mirror with a maximum bottom edge of 38 inches (965 nun) above the floor provides an adequate field of view to accomplish the desired activities. See Fig. C4.2.4. Commentary CABO/ANSI A117.1-1992 4.20.3.2 Clear Floor Space. Clear floor space shall comply with 4.2.4. Clear floor space, 30 inches (760 mm) by 48 inches (1220 mm) minimum, shall be provided in front of a lavatory or sink to allow a forward approach and shall extend 19 inches (485 mm) maximum under the lavatory or sink. See Fig. B4.20.3.2. The dimensions in 4.2.4 are required in front of a sink or lavatory. This rectangular space may extend under the sink up to 19 inches (485 mm). See Fig. B4.20.3.2. FIg. B4.20.3.2 Clear Floor Space at Lavatories and Sinks 17 mm 430 E CLEAR FLOOR SPACE r u 19 max 485 4.20.4 Exposed Pipes and Surfaces. Water supply and drain pipes under lavatories or sinks shall be insulated or otherwise configured to protect against contact. See Fig. B4.20.3.1. There shall be no sharp or abrasive surfaces under lavatories and sinks. Hot, cold, and abrasive surfaces may cause harm to wheelchair users because the ability to feel and react to such hazards may be diminished significantly due to paralysis or loss of sensation. 4.20.5 Faucets. Faucets shall comply with 4.25.4. Self-closing faucets, when used, shall remain open for 10 seconds minimum. Conventional one -quarter -turn, lever -operated, push -type, and automatically controlled mechanisms are examples of acceptable designs. See commentary to 4.25.4 regarding the operable parts of the faucet. 4.21 Bathtubs This section applies to all bathtubs in uses other than dwelling units. For bathtubs in dwelling units see 4.33.3.4. For a definition of dwelling unit see 3.4. 4.21.1 General. Accessible bathtubs shall comply with 4.21. Bathtubs in dwelling units shall comply with 4.33.3.4. For a bathtub to be accessible, the clear floor space, seat, grab bars, and location of controls must comply with this section. 4.21.2 Floor Space. Clear floor space in front of bathtubs shall be 30 inches (760 mm) by 60 inches (1525 mm) minimum for a parallel approach and 48 inches (1220 mm) by 60 inches (1525 mm) minimum for a forward approach to a tub without a seat at the head of the tub. When a seat is provided at the head of the tub, the clear space shall be 30 inches (760 mm) by 93 inches (2360 mm) minimum. Lavatories complying with 4.20.2.1 shall be permitted at the foot end of the clear space. See Fig. 64.21.2. The floor space needed to approach a bathtub differs depending on the direction of approach and the placement of the seat. 95 Commentary CABO/ANSI A117.1-1992 iphr I'ir 4.20.2 Height 4.20.2.1 Lavatories. Lavatories shall be mounted with the rim 34 inches (865 mm) maximum above the floor and with a clearance of 29 inches (735 mm) minimum from the floor to the bottom of the front edge of the apron. The height of lavatories ensures usability, while the minimum dimension from the floor to bottom of the front edge must allow a wheelchair user sufficient clearance to get the wheelchair arms under the fixture. Built-in lavatories in countertops should be placed as close as possible to the front edge of the counter top. 4.20.2.2 Sinks. Sinks shall be mounted with the counter or rim 34 inches (865 mm) maximum above the floor. Sinks shall be 61/2 inches (165 mm) deep maximum. Sinks in kitchens of accessible dwelling units shall comply with 4.33.4.5. The same requirements for lavatories in 4.20.2.1 apply to sinks. However, art additional limitation of 61/2 inches (165 mm) is placed on the depth of sink, which enables the user to reach items such as eating utensils on the bottom of the sink 4.20.3 Clearances. For access to lavatories and sinks, knee and toe clearances and clear floor space must be considered. 4.20.3.1 Knee and Toe Clearances. Fixtures shall extend 17 inches (430 mm) minimum from the wall. Clear knee space shall be provided in accordance with 4.2.4.3 Clearance between the bottom of the front edge of the apron and the floor shall be 29 inches (735 mm) minimum. The clear knee space shall be 8 inches (205 mm) in depth minimum at 27 inches (685 mm) minimum above the floor or ground and 11 inches (280 mm) in depth minimum at 9 inches (230 mm) minimum above the floor or ground. Clear toe space shall be provided in accordance with 4.2.4.3. The dip of the overflow shall be ignored when checking the clearances. See Fig. 84.20.3.1. The knee and toe clearances are, in general, identical to those requirements for drinking fountains in 9.15.4.1. Pipes below the fixture must not restrict access to the lavatory or sink See Commentary to 4.15.4. c E N Fig. 94.20.3.1 Leg Clearances m E E n c Es E rnr. N LEG CLEARANCE 11 min 280 17 min 1 TOE CLEARANCE 430 FIXTURE DEPTH NOTE Dashed lire indicates d,mensronal clearance of °ptonal under £Muse enclosure 94 I . , Commentary CABO/ANSI A117.1-1992 Fig. B4.17.2 Clear Floor Space at Water Closets 18 CLEAR FLOOR SPACE c Eo mr 4- 4.17.3 Height. The top of water closet seats shall be 17 inches (430 mm) to 19 inches (485 mm) above the floor. Seats shall not be sprung to return to a lifted position. See Fig. 84.17.3. Preferences for the heights of toilet seats vary considerably among persons with disabilities. Higher seat heights are an advantage to some ambulatory persons with disabilities, but a disadvantage for some wheelchair users and others. Toilet seats that are approximately 17 inches (430 nun) to 19 inches (485 nun) high is a reasonable compromise. Seats and filler rings of various thicknesses are available to adapt china -fixture rims, which vary from 14 inches (355 mm) to 18 inches (455 mm) high, to these requirements. A 17 -inch (430 mm) to 19 -inch (485 mm) water closet seat height is based on the assumption that a typical wheelchair seat height, with or without a cushion, would fall within that range. It is necessary that both the seat of the wheelchair and the water closet are as level as possible for ease of transfer. Although it would be easier to transfer "down" to a seat, more strength would be required to transfer back "up" to the wheelchair. An upward spring-loaded toilet seat will interfere with the user's transfer. 12 max 305 7-9 Fig. 84.17.3 Water Closet Side View 180.230 42 min 1055 L 36 max 915 cn —m 1j a 'A ry g TOILET PAPER DISPENSER - Commentary CABO/ANSI A117.1-1992 Fig. C4.17.4 Wheelchair Transfers ,1 TAKES TRANSFER POSITION, SWINGS FOOTREST OUT OF THE WAY, SETS BRAKES ,3 MOVES WHEELCHAIR OUT OF THE WAY, CHANGES POSITION (SOME PEOPLE FOLD CHAIR OR PIVOT IT 90° TO THE TOILET) ,2 REMOVES ARMREST, TRANSFERS ,4 POSITIONS ON TOILET, RELEASES BRAKE (a) Diagonal Approach t Commentary CABO/ANSI A117.1-1992 Fig. C4.17.4 Wheelchair Transfers (continued) TAKES TRANSFER POSITION, REMOVES ARMREST, SETS BRAKES TRANSFERS (b) Side Approach POSITIONS ON TOILET 4.17.5 Flush Controls. Flush controls shall be hand operated or automatic and shall comply with 4.25.4. Hand operated controls for flushometers shall be mounted 44 inches (1120 mm) maximum above the floor on the wide side of the toilet stall. Flush valves and related plumbing are sometimes located behind walls or to the side of the toilet, or a toilet seat lid can be provided if plumbing fittings are directly behind the toilet seat. Such designs reduce rhe chance of injury and imbalance caused by leaning back against the fittings. Flush controls for tank - type toilets have a standardized mounting location an the left side of the tank (facing the tank). Tanks are available by special order with controls mounted on the right side; their use facilitates compliance with the standard. If administrative authorities require flush controls for flush valves to be located in a position that conflicts with the location of the rear grab bar, then that bar may be split or shifted toward the wide side of the toilet area The reference to 4.25.4 assures that the controls are operable. The controls must be within reach of the user, on the side where the transfer is made. 4.17.6 Dispensers. Toilet paper dispensers shall comply with 4.25.4 and shall be installed between 7 inches (180 mm) and 9 inches (230 mm) in front of the water closet. The outlet of the dispenser shall be located between 15 inches (380) mm) and 48 inches (1220 mm) above the floor. There shall be a clearance of 11/2 inches (38 mm) minimum below and 12 inches (305 mm) minimum above the grab bar. Dispensers shall not be of a type that controls delivery, or that does not allow continuous paper flow. The dispenser must be located within the prescribed dimensions, which fall within the reaches established in 4.2.5 and 4.2.6. The location of the dispenser cannot interfere with the use of the grab bar. Paper dispensers that require a high level of dexterity or effort are not acceptable. See Fig. B4.I7.3. 4.18 Toilet Stalls 4.18.1 General. Accessible toilet stalls shall comply with 4.18. 4.18.2 Water Closets. Water closets in accessible toilet stalls shall comply with 4.17. Requirements for toilet fixture height, clear floor space, grab bars, flush controls, and dispensers in 4.17 are the same for toilet stalls and separate toilet rooms. 89 FRS a3Or oc atroici3ciE fiM-* -O q GYPSUM WALLBOARD, MINERAL FIBER INSULATION, CEMENTITIOUS BACKER UNIT, CERAMIC TILE, WOOD STUDS One layer 1/2" thick proprietary cementitious backer unit applied parallel or at right angles to 2 x 4 wood studs 160.0. with 11/2" galvanized roofing nails or 11/4" wafer head screws 8" o.c.. Ceramic tile, 1/." thick, joints grouted, installed with latex -modified portland cement mortar or ANSI A136.1 Type I organic adhesive. 31/2 mineral fiber insulation, 2.0 pcf, friction fit in stud space. OPPOSITE SIDE: One layer 5/a" proprietary type X gypsum wallboard applied parallel or at right angles to studs with 6d cement coated nails, 1r/a' long, 0.0915" shank, 1/4" heads, 7" o.c. As an alternate, one layer 1/2" thick proprietary cementitious backer unit applied with 11/2' galvanized roofing nails or 15/e' wafer head screws 8' o.c. and faced with ceramic tile. (FSTC 37 when alternate is used.) (LOAD-BEARING) PROPRIETARY GYPSUM BOARD United States Gypsum Company - 5/2' SHEETROCK® Brand Gypsum Panels, FIRECODE® Core GYPSUM WALLBOARD, WOOD STUDS, MINERAL FIBER INSULATION, FIBER -CEMENT BOARD, CERAMIC TILE One layer 5/e" proprietary type X gypsum wallboard applied parallel on ONE SIDE of 2 x 4 wood studs 16" o.c. with 11/e smooth shank nails, 0.093" shank, 0.284' heads, 7" o.c. 31/2' mineral fiber insulation 3.0 pcf, friction fit in stud space. OPPOSITE SIDE: One layer 7/ie" proprietary fiber -cement board applied parallel to studs with 11/2" galvanized roofing nails 6" o.c. Rating based on the lesser of loading to 800 lbs per stud or 31% of full design load. (LIMITED LOAD-BEARING) James Hardie Gypsum PROPRIETARY GYPSUM BOARD 5/a" Hardirock® Brand Fire Xi15 Gypsum Panels Thickness: 51/a" Approx. Weight: 13 psi Fire Test: UL R11270, 4-19-85, UL Design U329 Field Sound Test:USG 840314, 3-12-84; USG 840404. 4-4-84 Thickness: 5" Approx. Weight: 10 psf Fire Test: OPL 11710-92851, 9-9-92 GYPSUM WALLBOARD, WOOD STUDS One layer 5/a' type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 2 x 4 wood studs 24' o.c. with 6d coated nails, 1'/C long, 0.0915" shank, 1/4" heads, 7' o.c. Joints staggered 24" on opposite sides. (LOAD-BEARING) S%Ak FGf- GYPSUM WALLBOARD, WOOD STUDS One layer 5/a' type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 2 x 4 wood studs 16" c.c. with 11/: Type W drywall screws 12" o.c. Joints staggered 16" on opposite sides. (LOAD-BEARING) cpcwipc Thickness: 4r/a" Approx. Weight: 7 psf Fire Test: UL R3501-47, -48, 9-17-65, Design U309; UL R1319-129, 7-22-70, UL Des gn U314 Sound Test: NGC 2404, 10-14-70 Thickness: 43/4" Approx. Weight: 7 psf Fre Test: SWRI 01-4511-619. 8-19-92 Sound Test: See WP 3520 (G&H NG-246FT, 7-2-65) GYPSUM WALLBOARD, WOOD STUDS layer eh' type X plain or predecorated gypsum wallboard applied parallel to each side of 2 x 4 wood studs 24" o.c with 6d coated nails, 11/9" long, 0.0915" shank, 74" heads, 7' o.c. at Joints and top and bottom plates and she beads of adhesive at Intermediate studs. Dints staggered 24" on opposite sides. (LOAD-BEARING) Thickness: 47/e' Approx. Weight: 7 psf Fire Test: FM WP 90, 8-21-67 Sound Test. G&H NG-246FT, 7-2-65 GYPSUM WALLBOARD, WOOD STUDS One layer a/e" type X plain or predecorated gypsum wallboard, water-resistant gypsum backing board, or gypsum veneer base applied parallel or at right angles to each side of 2 x 4 wood studs 16° o.c. with 6d coated nails. 11/e° long, 0.0915" shank, 1/4' heads, 7" o.c. Joints of square edge, bevel edge or predecorated wallboard may be left exposed. Joints staggered 16' on opposite sides. (LOAD-BEARING) Thickness: 47/e" Approx. Weight: 7 psf Fire Test: UL R1319-4, -6, 6-17-52; UL R2717-39, 1-20-66; UL R3501-52, 3-15-66, UL Design U305; ULC Design W301 Sound Test: OR 64-8, 2-4-64 GLASS MAT GYPSUM BOARD, WOOD STUDS One layer ''/B proprietary type X glass mat water-resistant gypsum backing board applied parallel or at right angles to 2 x 4 wood studs 16' o.c. with phosphate coated nails, 11/e" long, 114' diameter cupped heads, 8' o.c. Joints staggered 16' on opposite sides and covered with 10x10 mesh glass tape and tile adhesive. (LOAD-BEARING) PROPRIETARY GYPSUM BOARD G -P Gypsum - site Dens -Shield® Fireguards Thickness: 43/4" Approx. Weight: 7 psf Fire Test: WHI-495-0853, 5-14-87; WHI-495-0854, 5-15-87 Sound Test: See WP 3605 (OR 64-8, 2-4-64) GYPSUM VENEER BASE, GYPSUM VENEER PLASTER, WOOD STUDS One layer t/i type X gypsum veneer base applied at right angles to each side of 2 x 4 wood studs 16' o.c. with 5d etched nails, 13/C long, 0.099' shank, 1/4° heads, 8' o.c. the' gypsum veneer plaster applied over each face. Vertical joints staggered 16' and horizontal joints 12' on opposite sides. Sound tested without gypsum veneer plaster. (LOAD-BEARING) Thickness: 4r/e" Approx. Weight. 7 psi Fire Test: UC, 1-12-66 Sound Test: G&H IBI-35FT, 5-26-64 GA -600-2000 1 Contact the manufacturer for more detailed information on proprietary products. 59 Y GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit IV_ 3 8 - 1 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 Phone (303) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY Owner's Name �P��' per L CIA-Sle Present Address ``}'t Phone Th Assessor's Parcel No. This does not constitute a building or use permit. System Locationy i—t t l ) 0- 31 `3• �1�' - j 5q— 451) Legal Description of Assessor's Parcel No SYSTEM DESIGN 1`19-ly - —ni /r,^ +^ L Septic Tank Capacity (gallon) Other /! Percolation Rate (minutes/inch) Number of Bedrooms (or other) , s 35'' 0 % rt ? 0 st v-..6 4 j 5 ✓t..41..tit. 1Cl- 'ice+`ii Required Absorption Area - See Attached Special Setback Requirements: • ey Date, %', ;• ! ( Ort pec or +:��'r�'• c F 7; e.g. (17 FINAL SYSTEM INSPEpTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation ((i System Installer / '.q P..tfy •c t-1' 4-—P— Septic Tank Capacity • i• ; Septic Tank Manufacturer or Trade Name n i Septic Tank Access within 8" of surface l rlOr/} Absorption Area �5 ;-1- n 1 Absorption Area Type and/or Manufacturer or Trade Name S rit (i of Adequate compliance with County and State regulations/requirements 1J r) L/ a Other • Date - Inspector A. )4{'-t /I /;1_( (L RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs,alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense ($500.00 fine — 6 months in jail or both). White - APPLICANT Yellow - DEPARTMENT tity- •y• r - r 6 Z INSPECTION WILL NOT BE MADE UNLESS 'THIS CARD 1S POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT AFIELD COUNTY, COLORADO �'7� ned Area Permit No (,..�..7.� Date Issued) AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Ins • ' . • • ; u DIjTELY BECOME ' LL AND V ra ID. - �• Us - Addreor Legal Descriptio � Sam Owaer(/561( ontractor ► aa. - Setbacks � Side ' Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing /_iq_toy y7.t— ejtal- > I-2.fir`oA cianit Foundation /- 23 -54 ,Qyyt— , ; • G -0 y am, Underground Plmnbing Insulation Rough Plumbing Drywall Chimney & Vent Electric Final (by State Inspector)'„°f"w" `eAr Gas Piping 2. _16-b 4 544 FinalA .G- no?f R - Electric Rough (By State Inspector) -L Septic Final 3- g_0(10„,,,_ Framing mil (To include RMA in place and Windows and Doors installed). Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 384-5003 109 8th Street County Courthouse Glenwood Springs, Colorado. P�R0IGED A -' DO NOT DESTROY THIS CARD Date Y F PLACED OUTSIDE - s'• VE WITH CLEAR PLASTIC