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HomeMy WebLinkAboutApplication- PermitNo. _3648 GARFIELD COUNTY BUILDING, SANITATION,bII and PLANNING DEPARTMENT �` !'r ( 1 'fig' Z30 109 8th, Street, Suite 393 Glenwood Springs, CO 81603(970) 945-8212 kb Address I i Nature of Work Building Pe.t ±t Use of Building Amount ofPermit$ oro -e- ozbebekg 91t -c` f' .L 1�u�M1- Date C Clerk 4f2,4_,t,act-Ad-41/ GARFIELD COUNTY BUILDING PERMIT APPLICATION F y ' GARFIELD COUNTY (GI. ENWOOD SPRINGS), COLORADO TELE HONE: (V0) 945-8212 , PERMIT NO. INSPECTION LINE: ((99700P105? 3; 84 5003 PARCEL/SCHEDULE NO.at/ V! P 1 O g ())-. JOB ADDRESS: 1 Z) Oi'�'\„C 131 Y'.� f v'`j5 1 A` LOT NO. _! BLOCK NO. SUBDIVISION/EXE TION U 11�'dai ti< (,(f( of ( / / �/ 64” (� 2 0 (.1iN heA C;,‘,1, -,,,,,u -c... riti 5�•.l +F,a.Qu C:Nkkn % _ p ADDRESS .TiiV4N%1 '!1Q 1/N I VO D t �3� o %ice `kit: WPM 3 c mot �, �,,.. Co:�A- 4 .3,.v, ADDFEss 1 to*n �N%3 4 5 ARCAiIECIYFSIGINFF�t1�©,Q C�CCct� lSIO 1 t1 1 ADoaeas ��J+S ��9 ( '-' s tO1 SQ. PI OFLOF %!� �1el �1� (�, yVlS `ts+,( �_�� C LIC O `moi1q rz) S C} \ V '�, L .Q. FT DFHUEIIIN \ �� S ' ' * (W4:1-ee r 14rd.S1.'P A iF Wit � "I'des V OAL'FFF.ATRON R 8 CLA&7 OF WORK + ,- CIADDINON oMOi% ORkMOVE 9 aAAAOrM QSIN1LE oDOOpTA cAaroz �:SINOLq anOUE[8 N. , 10 0BatVBWAY PEnEnF � �t s. ,Are., ATiolYOF7Y06]G i V' ore., vALIIJ. PIIS SEWAGR DISPOSAL (PEPTIC) b3I18 PLAN '^ ry� J[(�j�j ADJUSTED VALUATION1 1 y 0.! ,os, V. S ••• s.„,,,LC4"WI .. r ` Q ,Y �= i {�yQ f — g2t,t1, C, K•li � ce % i 5 - CI--rt-Nr v,,,,, y fm,,Ju e c 1 ire: 01. -t P.7 f -rt 64 7-9ea: a: NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST HE ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHDPDZED IS NOT COMMENTED WITHIN 180 DAYS, ORIF .CONSTRUCTION OR $P WORK IS SUI;NIED OR ABANDONED FOR PERIOD OF 180 DAYS .AT ANY TIME AFIER WORK IS COMMENCED. • I HEREBY CERTIFY THAT 1 IIAVE READ AND EXAMINED nus APPLICATION AND KNOW THE SAME TO DE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNINGTHIS TYPE OF WORK WILL BE COMPLIED WETH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT 1'RESUMR TO GIVE AU'ITEQIT;'Y TO VIOLATE OR CANCEL TM PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF C TRUCTION. \w j hr rr:te c+ �� PLAN CHECKFEE: 75.1. � PERMIT SEE: ��� + / lJi / , TOTAL FEE: - DATE PERMIT ISSUED: / 90745' OCC: 1110tW CON ST:TYPE: - S,.. j �.1 7A _y Al J Tee tid ZONING:�i ; To .r� � SETBACKS: i. .'---1111P3.11, 3yy Con. for or authorized a t ' a1d and ,, , -.t, od , . , II - alma. \ r 1-03:dit �% liar/ " MANU. HOME: ISDS NO. & FER: . ,� Bailin D- ,!'--p.. fiat. , PI ,..! iept • ..x. .,.. . AfRt.7p PERMISSION IS HEREBY GRANTED TO TBE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF 'THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE DETAILED ONPLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE: BUILDINGDEFARTMENT. IN CONSIDERATION OF THE ISSUANCE OF THES PERMIT, THE SIGNER MEI3Y AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED E GARFIELD COUNTY PURSUANT TO AUTEIORITY OIVEN IN 30.2&201 CRS AS AMENDED THE SIGNER FT RULER AGREES THAT IF TIIE ABOVE SAID ORDINANCES ARE NOT FUL I COMPLIED WLPI1 IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKET) BY NOTICE FRO THE COUNTY AND THAT THEN AND THERE ITSHALL BECOME NULL AND VOID: THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTIJER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUiRi GTE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTT DATA OR FRO PIIEVENTDIG BUILDING- OPERATION BEING CARRIED ON THEREUNDER. WHEN VIOLATION OP THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF TEES JURISDICTION. THE REVIEW OF TEE 8UB11BTFED PLANS AND SPEt:ItICATIONS AND INSPECTIONS CONDUCTED THEREAFTER; DOES NUT CONSTITUTE AN ACCEPTANCE OF Al‘ RESPONSD3IIIITES OR.LTAEEILITIP.E BY GARFIELD. COUNTY FOR ERRORS, OMISSIQNE ORDISCREPANCIES.. THE RESPONSIBILITY FOR THESE ITEMS AND Ilt'IPLEMENTATIC BERING CONSTRUCT10NRESTS SPEC I ICALEY I1'iIT;TFI$ t R :1t1T73CT, DESIGNER, BUILDER AND OWNER. COIv1141EEd'I'S ARE I INTEND BE CONSERVATIVE AND IN SUPPOI OF THE OWNERS INTEREST. Gatf6in,.oa3 THEREBY ACKNOWI,EDGETB TIRAVEREADANDUNDERSTAND THE AGREEMENT ABOVE. fiNITTIAL 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 'ts decks over 34" 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 WILLLNOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY 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 PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupanesed the issuance of a Certificate of Occupancy for the dwelling under building permit # Signature BpcontO82002 Date COUNTY OF GARFIELD - BUILDING DEPARTMENT CORRECTION NOTICE 109 8th St. Suite 303 Glenwood Springs, Colorado Phone 945-8212 Job located at Permit No.. 8'6 /g I have this day inspected this structure and these premises and found the following corrections needed: -h_66-, Kiv- itizzx_4_ frK- koaze You are hereby notified that the above correction must be inspected before covering. When correction(s) have been made, calf for inspection. Date -5-'9 3 19 Phone 9454212 Building inspector Feb 21 03 03:10p Denise & Philip FEB.21.2003 7:32Aht• BATTLEt^ENT PESR CO 1 Vaughan 970--625.4522 NO.7132 P.2 aler-Sa Cdeellieeea . 0J • Post Office Box 6006 Batteynesnr Mesa, Colorado 81635 (970) 285-9740 November 27, 2002 Mr. Lynn Shore c/o Saddleback Storage 1.23. Tamarisk Trail. Parachute, CO 82635 Re: Architect Oral Review Approval p. 1 E LEST) GARFlEi_t) i10U ( BUILDING & PLANNING Dear Lynn. The BMSA/Declarant Architectural Committee has reviewed and approved your project for the Saifdfehark 5tarsse neighborhood commercial facility in accordance with your submitted pians and samples as referenced below: • Elevations & Office Plan, Sheet AU, dated 10/08/02; • Foundation Plan, Sheet Si_O and General Notes, Sheet S4.0, dated 1O/14/02, • Site/Utilities/GradingitrainagePlans, Sheets 1-5, dated 09/17/02; • Lighting Plan with 70 watt HPS axtures, dated 11/04/02; ▪ Exterior selections of yalspar "Light Stoner' for body color Sr. deors and Yalspar "Colony Green" for metal roofing. . Upon completion of their design also please submit your final detailed Landscaping and ,Signage Plans for our Architectural Committee review consideration. While nota requirement of this approval, we would suggestyou consider upgrading to a. 1" water service line that would.provide enhanced flows for your landscape irrigation system. We also suggest your utility contractor install 4" conduits under the Pavement areas which connect all the planting beds together for your irrigation system. Sincejely. ad,i4 William Wilde HMSA/Declarant Architectural Committee Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house -rap, (which is required), siding or any approved building material. A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40 pound per square foot. up to 7,000 feet in elevation, an 80 M.P.H. windshear, wind exposure B, windload of 15 pounds per square foot and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 1997 UBC, UMC and 1997 UPC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: 1. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each corner of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on properties must be show on site plan. Yes -4 2, Does the site plan when applicable include the location of the I.S.D.S. (individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional stamp on the design. Yes No Not necessary for this project >< 3. Are the plans submitted for application construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance only", "Approval drawings only", "For permit issuance only" or similar language? Yes .J No Not necessary for this project 4. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engine Yes No necessary for s projec 5. Does the site plan indicate the location and direction of the State, County or private road accessing the property? Yes,/ 6. 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? Yes f' No Not necessary for this project 7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Yes No < Not necessary for this project iii\\\ iirt 8. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes No Not necessary for project ){ 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes No Not necessary for this project X" 10. Do the plans include design loads as required under the Uniform Building Code for roof snowloads, (a minimum of 40 pounds per square foot in Garfield County)? Yes X No Not necessary for this project 11. Do the plans include design loads as required for floor loads under the Uniform Building Code Chapter 16 and Tables 16A, 16B and 16C? Yes No Not necessary for this project 12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof c struction? Yes No Not necessary for this project 13. Is the wind speed and exposure design included in the plan? Yes j No Not necessary for this project 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes No j Not necessary for this project Pei _ W..141). 15. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes No / Not necessary for this project Frt.- sit L 3 16. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave down to existing grade contours? ' Yes No Not necessary for this project 17. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or Phase II EPA certification? Yes No Not necessary for this project ,J 18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 31? Yes No Not necessary for this project , 19. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the Uniform Building Code? Yes No Not necessary for this project 20. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes . / No Not necessary for this project 21. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclos res and specify safety glazing for these areas? Yes .1 No Not necessary for this project 22. Do the plans include a complete design for all mechanical systems planned for installation in this building? Yes No Not necessary for this project 23. Have all areas in the building been accurately identified for the intended use? (Occup cy as identified in the Uniform Building Code Table 5-A) Yes No Not necessary for this project 24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? Yes No Not necessary for this project •% 4 r l 25: Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No Not necessary for this project 26. Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexes are employed, facilities for both sexes? Yes . No Not necessary for this project 27. Do the plans indicate that restrooms and access to the building are handicapped accessi le? Yes No Not necessary for this project 28. Have two (2) complete sets of construction drawings been submitted with the application? Yes j No 29. Have you designed or had this plan designed while considering building and other cons tion code requirements? Yes Ni No Not necessary for this project 30. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes NJ No 31. Do you understand that approval for design and/or construction changes are required prior tp the implementation of these changes? Yes j No 32. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit" fee as well as any "Septic System" or "Road Impact" fees required, at the time you pick up your builddig permit? YesNo 33. Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of Occup/ cy and occupancy of the building? Yes .�No 34. Are you aware that the person signing the Permit Application whether the "Owner", "Agent of the Owner", "General Contractor", "Contractor" or otherwise, signing the application is the party responsible for the project complying with the Uniform Codes? Yes .1 No 35 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 afternoon. 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 are to be called in to 384-5003. iJ 36. Are you aware that prior to issuance 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 & Bridge Department at 625-8601. Yes / No 37. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be required at time of inspection. Yes J No 38. Are you aware, that on the front of the building permit application you will need to fill in the Parcel/ Schedule Number for the lot you are applying for this permit on prior to issuanc of the building permit? Your attention in this is appreciated. Yes No I hereby acknowledge that I have read, understand, and answered these questions to the best of my ability. Signature Phone: LI ?S� (days); (evenings) L )72 v4 Date Project Name: 3,,A).\1")% Project Address: b k Tr.,\ t �q Ce, ?1 Note: If you answered "No" on any of these questions you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of the permit. *If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application Dec _30 02 12:37p Denise P. Philip Vaughan 070-G25-4522 Project information Project # 134-01 ArchProject # Tilfe Saddreback Storage Address 121 Tamarisk Trail City, State, Zip Battlement Mesa, CO 81638 Country USA From Contact Philip Vaughan Company Phil Vaughan Construction Management, rnc. Address 1038 County Road 323 City, State, Zip Rifle, CO 81650 Country USA Phone 970-625-5350 Fax 970.6254522 p.1 ii=1111111111 Transmittal Transrrdttaf # 00576 Issue Date 12/30/2002 Subject 1 hour firewall design To Contact Andy Schwalfer Company Garfe d County Building Department Address 108 8th St. City, State, Zip Glenwood Springs, CO 81601 Country USA Phone 970-945-8212 Fax Copies and Remarks Submit Copes For Distribution Resubmit Copies For Approval Return Corrected Prints Sender Remarks Faxsimile C, Andy, please rie and tet me k owd if !nes is acceptable for the Fast wall of building C. Thanks, Phil Transmittal Hems !tent Description UL 2002 Fire Resistance Directory Design # V421 photocopy Quantity Traitstttrtted For Review and Comment LIL Online certifications directory Design #BXUV_V421 from Internet 1 Review and Comment t ikt Monday, December 30, 2002 Page 1 of Ileo 3i,) 02 12:37p Denise & Philip Vaughan 970-G25-4522 p.2 2002 RRE RESISTANCE DIRECTORY r FIRE RESISTANCE RATINGS - ANSUUL 263 (IIXUY) 14-10 hex head type self -drilling, self -tapping sewers when fastened from the inside of building and with 4 in. long No. 14-10 hex head type self -drilling, self -tapping screws when fastened from the outside of building. Min 4 fasteners per panel per furring channel equal spaced starting 4 in. from each panel edge. CONTEC MEXICANA S A 13% C V —Type AAC Board TEXAS CONTEC INC Type AAC Board 6. Thin Bed Mortar— Applied In the joints of each panes. CONTEC MEXICANA 5 A DE C v —Types Contec Thin Bed Mortar, Contec Repair Mortar TEXAS CONTEC INC —Types Contec Thin Bed Mortar, Conder Repair Mortar *Bearing the UL Classification Mark Design No. V421 Nonbearing Wall Ratings —1 & 2 Hr rYII- -11i t R�YK Girls— "2" r r "C` shaped girls, a056 to 0.120 in. thick steel/6 to 12 in. deep, witit(2 to 4 in. wide flanges. Girts placed horizontally (with flanges up or down) and spaced max 48 in. OC. Girls are secured to columns with girt sips, Stem 2, or bolted to the column through the girt flange. 2, irt Clips — (not shown)— Steel secured to column by welds or bolts. 3. Steel Wall Panels— Min No. 26 MSG, min 16 in. wide coated steel panels. Panel 'pints o I - ' i .m ne sum she, r' r ; 'r ink. If one layer of exterior wallboard is used, panels are fasten • • to the horizon- tal girls with 1-1/2 in. (WO/mg No. 12-14 self -drilling screws 12 in. OC. If two layers of exterior wallboard are used, panels are fastened to the horizontal girls with 2 in. (min) Icing No. 1244 self -drilling screws 12 fn. OC Vertical raised rib profiles of adjacent panels are overlapped approximately 3 in. and attached to each other with 7/8 in. long 1/4-14 (min) self -drilling screws (stitch screws) 24 in. OC (max) along the lap. 3A. Steel Siding or Brick— (Optional, not shown) For Fire Resistance Rat- ings from inside of wail only, steel siding or brick veneer meeting the requirements of local code agencies, may be installed over additional furring channels (not shown),Item 4, on exterior of wad) in place of steel wall panels. Brick veneer attached to furring channels with corru- gated metal wall ties attached to each furring channel with steel screws, not more than each sixth course of brick. When a minimum 3-3/4 in. thick brick veneer facing is used, the fire resistance rating applies from either side of the wall, J4. Furring Channels— Hat shaped, minimum 2 agmeIv steel approximately 2-5/8 in wide, 7/8 in. deep, aaced24 in. n dicular to girls, •an s are secured to each girt w Iran ton fling pan head sheet steel type screws. Two screw&re aused at each fastenin Ineation, rine throe h eachf of g channel. 5. G stiur Bou — eun Per Item 6 fur number of layers and thickness on interior Face of wail. Any 5/8 hi. or 1/2 in. thick gypsum wallboard bearing the LII. Classification Mark for Fire Resistance. Applied horizontally or vertically. First layer attached to furring chan- nels, Item 4, using 1 in long Type 5 bugle head drywall screws spaced 24 in. OC. vertically and horizontally. Second layer attached to furring channels using 1-5/8 in. long Type S burgle head drywall a ews spaced C 12 in. Overtically and 24 in. OC. horianntally. Third layer, when used, attacked to furring channels using Type S bugle head drywall strews spaced 12 in_ OC vertically and 24 in. OC. horizontally, 1-7/13 in. long Far 1/2 in_ wallboard and 2-1/4 in. long for 5/8 in, wallboard. Fourth layer, when, used, attached to steel strapping using 1 in. long (min) bugle head drywall screws spaced 8 in. OC Steel strapping from flat stock, 14/2 in. wide, fabricated from, 0.020 in. thick (25 gauge) galv steel. Steel strapping located vertically and attached to third layer of m wallboard at each vertical joint and intermediate stud using / 9 M. Type 5 bugle head drywall strews 12 in. OC. The horizontal or vertical joints of the wallboard are offset 24 in_ when 2 successive layers are applied in the sane orientation. See Gypsum Board (CKNX) category for names of manufacturers. 6. Gypsum Board*'— See following table for number of layers on exte- rior face of wall. Any exterior grade 5/8 in thick gypsum wallboard or gypsum sheathing bearing the LJL. Classification Mark for Fire Rests - FIRE RESISTANCE RATINGS - ANS1lIIL 2133 (EXBW 847 tante. Applied horizontally or vertically. First layer attached to girls, Bern 1, using I-1/4 in. Jong (min) self -drilling bugle -head sheet steel type drywall screws spaced 8 in. OC. horizontally. Second layer, when used, attached to girts using 1-5/8 in, long (min) self -drilling bugle - head sheet steel type drywall screws spaced 8 in. OC horizontally. The horizontal or vertical joints of the wallboani are offset 24 in. if 2 succes- sive Payers are applied Mille same orientation. Fire Resistance from Both Sides of Wail Rating yrrsslarn.Gypsum •' Wallbeud(ltem5)0U Wallboard fli;nn6lon " Interior Face EatertorFact 1 1 1 2 3 1 Rating 1 Fire Besislante from Inside of Wall Only - layns7/2lx. Gypsum Wallboard (ltem5) an interior Face 3 Rating rayerss/ain. Gypsum Waitboerd (Rama) on InteriarFare 2 4 layers 5/a in. Gypsum Watiboard (Rona) on Exterior Face U tayers5/8 to. Gypsum Walibeardflentblgn FirtederFace 6 See Gypsum Board iCKNX) tategay ter names of manufacturers. 7. Column Protection— (not shown)- florixontai wali gitts Bern 1, are attached to vertical structural steel columns. See Column Design No. X524 for protection of columns. R. Batts and Blankets'-- (optional, not shown) — Glass Fiber Batts placed in the cavities of exterior walls. See Baits and Blankets (IIZJZ} — category for names of manufacturers, 8A. Fiber Sprayed*-- Asan alternate to Batts and Blankets (Item S)— Spray applied cellulase insulation material. The fiber is applied with water t4 Completely fill the enclosed cavity in accurdance with the application instrrtctions supplied with the product Nominal dry den- sity ensity of 3.0 Ib/ft' U 5 GREENFIBI1R L L C ---Cocoon stabilized cellulose insula- tion. 9. Joint Tape and Compound — (not shown, optional)-- Vicryl or casein, dry or premixed joint Compound applied in two coats to joints and screw heads of face layer of gypsum wallboard. Paper or glass fiber tape embedded in first layer of compound over all joints. *Bearing the Di. Classification Mark Design Nu. V425 Nonbearing Wall Rating --1lir 1-' 16" ' tater itatatfE M rt talVatttt!!iP �t�t.�ed!S►Ir�1iR�1yt © d 4 1. Floor and Ceiling Runners-- Channel -shaped runners, 2-1/2 in. wide with 13/8 in. deep legs, fabricated from No_ 25 MSG ply steel, attached to concrete or masonry with fasteners 24 in. t5G 2. Steel Studs— Channel -shaped, min 2-1/2 in. wide by 1-1/4 in. deep with 1/4 Ira. folded back return flange legs. Fabricated from Ne 25 MSG galv steel. Max stud spacing 16 in. OC. Studs to be cut to 1/2 in. less assemblyheight Studs to be friction fit into floor and ceiling run- ners (item 1 3. Gypsum Board*— 5/8 in. thick, 4 ft wide wallboard attached to steel studs and floor and ailing runners with 1-1/4 in. Iong self-ridlling, self -tapping, bugle head steel screws space -dB in. OC along the edges of theboard and 12 in. OC in the field of the board. Joints oriented ver- tically and staggered 24 in. on opposite sides of the assembly. Joints covered with paper tape and joint compound. Exposed screw heads covered with joint compound. NAT1ONAL GYPSUM CO —Type 954V 4. Sprayed Fiber* •— Applied by spraying with water to a min undamped thickness of 1-1/2 in. within interior wall cavities. Minimum average density of 6.0 pcf with minimum individual density of50 pet Fur method of density determination, refer to General information Section. INTERNATIONAL CELLULOSE CORP---CelBar Fiber *Bearing the (IL Classification Mark Dec 30 02 12:38p Denise & Philip Vaughan 970-625-4522 12/16/02 MON 16:19 FAX 970 928 9804 Adolfo Gorra 1 BXi1V_V421 •fie Resistance Ratings - A ISTAX 263 Page 1 of 4 Online Certifications Directory BXUV,V421 Fire Resistance Ratings - ANSUUL 263 Questions2 Page.lisatiUn Fire Resistance Ratings - ANSUUL 263 Guide Information Design No. V421 April 22, 2002 Noubeariug Wall Ratings —1 & 2 fir ATI lC fib r - p.3 iE001 .JU7 263&objid=1074331425&cfgid=2073741$24&version=versioniess&pareot_id=1073911 /13/2002 Dec 30 02 12:38p Denise & Philip Vaughan 12/16/02 MON 16:20 FAX 970 928 9801 Adolfo Gorra BMW .X421 -File Resistance Ratings - ANSI/IJL 263 VERTICAL 970--625-4522 p.4 1002 Page 2 of 4 1. Girts - -- "Z" or "C" shaped gins, 0.056 to 0.120 in. thick steel, 6 to 12 in. deep, with 2 to 4 in. wide flanges. Girts placed horizontally (with flanges up or down) and spaced max 48 in. OC. Girts are secured to columns with girt clips, hem 2, or bolted to the column through the gist flange. 2. Girt Clips -- (not shown) — Steal secured to column by welds or bolts. 3. Steel Wall Panels— Min No. 26 MSG, min 16 in. wide coated steel panels. Panel joints offset bin. from gypsum sheathing joints. If one layer of exterior wallboard is used, panels are fastened to the horizontal girts with 1-1/2 in. (min) long No, 12-14 self -drilling screws 12 in. OC. If two ]flyers of exterior wallboard are used, panels are fastened to the horizontal girts with 2 in. (min) long No. 12-14 self -drilling screws 12 in. OC. Vertical raised rib profiles of adjacent panels are overlapped approximately 3 in. and attached to each other with 718 in. long 1/4-14 (min) self -drilling screws (stitch screws) 24 in. OC (max) along the lap. 3A. Steel Siding or Brick -- (Optional. not shown) For Fire Resistance Ratings from inside of wall only, steel siding or brick veneer meeting the requirements of local code agencies. may be installed over additional furring channels (not shown), Item 4, on exterior of wall in place of steel wall panels. Brick veneer attached to furring channels with corrugated metal wall nes attached to each furring channel with steel screws, not more than each sixth course of brick. When a minimum 3- 314 M. thick brick veneer facing is used, the fire resistance rating applies from either side of the wall. 4. Furring Channels— Hat shaped, minimum 25 MSG galv steel, approximately 2-5/8 in wide. 7/g m. deep, spaced 24 in. OC perpendicular to girts. Channels are secured to each girt with 3/8 in. (min) long self -drilling pan head skeet steel type screws. Two screws are used at each fastening location, one through each leg of the furring channel. 5. Gypsum Board* -- See table under Item 6 for number of layers and thickness an interior face of wall. An5/8 in. or 112 in. thickum wallboard bearin the ILL_Classitteatitaalse Resistance. Applied horizontally or vertically. First layer attached to furring channels. Item 4, using 1 in_ long Type 5 bugle head drywall screws spaced 24 in. OC. vertically and horizontally. Second layer attached to furring channels using 1-5/8 in. long Type 5 bugle head drywall screws spaced 12 in. OC. vertically and 24 in. OC. horizontally. Third layer, when used, attached to furring channels using Type S bugle head drywall screws spaced 12 in. OC. vertically and 24 in. OC_ horizontally, 1-718 in. long for 1/2 in. wallboard and 2-1/4 in. long for 5/8 in. wallboard. Fourth layer. when used, attached to steel strapping using 1 in. long (ruin) bugle head drywall screws spaced 8 in. OC. Steel strapping from flat stock, 1-1/2 in. wide. fabricated from 0.020 in. thick (25 gauge) galv steel. Steel strapping located vertically and attached to third layer of gypsum wallboard at each vertical joint and intermediate stud using 2-518 in. Type S bugle head drywall screws 12 in. OC. The horizontal or vertical joints of the wallboard are offset 24 in. when 2 successive layers are applied in the same orientation. .../OI.+263&objid=1074331425&cfgid=1073741$24&version=vertionless&parent id. ---1073 11/13/2002 Dec 30 02 12:38p Denise & Philip Vaughan 970-625-4522 . . 9 12/18/02 MON 18:20 FAX a70 928 9804 Adolfo Gorra )IXUV.V.421 -Tire Resistance Rating$ - ANSI/UL 263 Page of 4 See Gypsum Board (CKNX) category for names of manufacturers. 6_ Gypsum Board* — See following table for number of layers on exterior face of wall. Any exterior grade 518 in thick gypsum wallboard or gypsum sheathing bearing the UL Classification Mark for Fire Resistance. Applied horizontally or vertically. First layer attached to girts. Item 1, using 1414 in_ long (min) self- drilling elfdrilling bugle -head sheet steel type drywall screws spaced 8 in. OC. horizontally. Second layer, when used, attached to girts using 1-518 in, long (min) Self -drilling bugle -head sheet steel type drywall screws spaced Bin. OC horizontally. The horizontal or vertical joints of the wallboard are offset 24 in. if 2 successive layers are applied in the same orientation. Fire Resistance from Both Sides at` Wall Ratitzg 1 2 2 3 Layers 5/8 In. Gypsum Wallboard (Item 5) on Interior Face 1 Rating Rating Layers 518 In. Gypsum Wallboard (Item. 6) on Exterior Face 2 Fire Resistance from Inside of Wall Only Layers 112 In. Gypsum Layers 518 In. Gypsum Wallboard (Item 5) on Wallboard (Rem 6) on interior Face Exterior Face MEM Layers 5/8 In. Gypsum Wallboard (Item 5) on Interior pace 3 Layers 5/8In. Gypsum Wallboard (Item 6) on Exterior Face Q 2 4l 0 See Gypsum Board (CKNX) categoy for names of manufactenners. 7. Column Protection — (not shown) Horizontal wait gins, Item '1, are attached to vertical structural steel columns. See Column Design No. X524 for protection of columns. 8. Batts and Blankets* — (optional. not shown) —Glass Fiber Baits placed in the cavities of exterior walls. P. V1003 See Batts anti Blankets (SZIZ)— category for names of manufacturers, 8A. Fiber, Sprayed' — As an alternate to Batts and Blankets (Item $) Spray ...JUL+253&objid=1074331425&efgid=1413741$24&version vctsionless&p9rent id=1073 11/13/2002 Dec 30 02 12:36p Denise & Philip Vaughan 970-625-4522 12'16/02 MON 18:20 FAX 970 928 9804 Adolfo Corra ''BX13V.'421–Fire Resistance: Ratings-ANSI/UL 263 Page 4 of 4 ai applied cellulose insulation material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 3.01b0. U S GR.EENFHBLR L L C — Cocoon stabilized cellulose insulation_ 8B. Fiber, Sprayed' --- As an alternate to Batts and Blankets (Item 8) and hem 8A - Spray applied cellulose insulation material. The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. NU -WOOL CO INC — Cellulose Insulation 9. Joint Tape and Compound — (not shown, optional) — Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of face layer of gypsum wallboard. Paper or glass fiber tape embedded in first layer of compound over all joints. *Bearing the UL Classification Mark Page Top Notice ol<Pisclauner Questions? t‘F'revlon €Page.- '• UL Listed and Ck! tfiad Products UL Rec r gn'zed Products Certified components for Canada "This page and all contents um Copyright ( 2002 by Underwriters Laboratories Inc.) The appearance of 3 company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. p.6 X1004 ...TUI.+263&objid.1074331425&efgid=11373741824&version=versioniess&parent_id=1073 l 1/13/2002 t f� flPr-[.a, z Caro 41-1-A- 3 ZL.&LL D► i` t.�� /A16-10 Lg. i„) AcIAL C 9T c. �. rf t / _ LULL ta._... tic a _5 � e1 C 461._____APfk_fL,-(r. CLAW ) IQ Pr' Ct - _ 1c 5 3 2 4 ._ 4- 6 1,gueitt2- ___,__ .2.®I 57 I- ' S 2 IppirMar 07 03 02:45p Denise ,ft,Ph,l.ip Vaughan 970--825-4522 - , MAR -05-03' 1 ED 03:04 Piz ATLAS ROOF[i�NG CORP FAX NO, 303 524417 S UPSHgETS VI E -RESISTANT suPSHE FR 107 and 1.11517.:1r4' Ill of system compcnicots manufactured d of tire•retdrd.Ar, cored Vass tiller mots used to crib:mat IN overall lir. performance of a roof system. I$t 511 incorporates a heavier glass mn111i;tit t'R 10 tri iroprovv lire pr:rforinaua in assn ]elayen Both ptnduns provide: • Superior protection against flame sprdats snit penetration_ • A tigitlweiiltt and tnsytn-ittsrallmaf systclir. • port,tf a'rt.htss A" nsxnti,ly w'i errtttS toible—and nnnenmhtsstibledcetts Anel eatrutltttiolyityreoe. • Pati Class A" assembly over tnntbuslible;utd rtenCnrnbusliiile decks and capanded pOlyslyrci1 . . tart as Clam 1r assembly uvrr ei ntbustibie Mks Lisvdred 1)}1rOclitt snot' panus. Fslits artd 11150 urc prdfic:dly ttcSigned to bt ttsctttweY tvaild d►rki or terrain nluthuxriblc i00136onx.411,50, utilizing a heavy -duly Ata1,i3 ipecil espy tlesignetl 10 achieve a cuperinr fire rating with a minimum nuntler of tapas. Ail,,,c fire retardant slipsltertsare Iip}ttvrcigitt and tasy to handle. No attachment i necessary. Tito patented roaring usually protides enonghweight to anchor rho sheet until the membrane or insulation enn be install:ei.1511drr windy conditions, attach with enough fastener's to prevent d;gpiacemout fR1@LodHI nIr:rinneiltoydorUrLwredann4riP rr $JI1.671. ARC11111c1HRAL SPllITltAl1Ol1 Mt 1 t110141 l4 itt4otoieloritertieslIciftinffiSaisminfottlIviiosIrak;tttfrolfortIkea 4a*. 12 111ri1 31Plli(1VO11141 lir ernandmiSrt.ritkliirettrirpbt is VAam 1, 11;Seitroisini 1+11111rrnyitiw34 rlra+itgtardlenpieri4rgdotoot Jk11414Ortrt Aresetdalktrxd ilfattrsira. 1 04 hystkikkihiritkirrclytt,V S ct1epfe.tir*IndtIkirrvnizerg.70 wityoltfiwiydsoa-041,41roirri PltRi i inoi1105 1.1 MA'S A' S 1. (11111111546,teliatemt4rrnoresva ittrykiyudrohu41rvio mathM W,inxietmalaFK. i. IMialtesrauteavet mik 4r Alla 640ea74ye9Pr46r144Niarktt IIrata: ate. L f3 i�xry,ulydntlhtik WA it itrintIttkictiolizofilikartestlet of I,Itarettr. 11Rt711ltif11tl11 1L 1BSUl IAM A iltlilltt1611101eRid uelv:,Lin:tiertwigtmlwaiitdtlkoLPnudutlaa;< 6iduoili( l3i dadmitstayikfulmtriervatrOconoo. cGAS A RATE146 N.Ynbx.Nties CLASS.E. Rrtr1NG 14. NCTI.L rIC,'iFIrZ[ • y Phllllps Arena, Atlanta. GA 10 - P. 01 MFHORANE ASTENCtt p.2 ri rrasaOr sups 001) DEQ( lyrsiCal Cnrr,Brrsrthia Dock ApO cation sI IL•t a ttoozo rr+rE TkruNlrir gimlet PRtlar l4S� 0-il'1jli;* cnpr,a.als en"Tt.� poL.SrMlr1F INSULATION YtwrxA r..der Myr MITI hare: Steel Deck sod Poryslyrarra lry urariar rues SurutELc • Sit eB /21 T'�, isi< '�Gl - ccs Pa nu 144144 720 Pittt,t3 Garfield County Building and Planning Department 109 8th Street, Suite 303 Glenwood Springs, Colorado 81601 970.945.8212 Fax 970.384.3470 Plan analysis based on the 1997 Uniform Building Code Project Number: Project Name: Shore Mini -storage Address: 121 Tamarish Trail, Battlement Mesa, CO Contractor: Occupancy: S1 Architect: Construction: II -N Engineer: Oddo Report By: Andy Schwaller Date: November 4, 2002 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. DIRECTION BOUNDARY NORTH Property line EAST Property line SOUTH Property line WEST Property line Allowable area increased 12.5% for -- Sec. 505.1 SEPARATION AREA INCREASE 21.0 Feet 12.5 Feet 40.0 Feet 30.0 Feet FL NAME OCC open FIRE PROTECTION 21.0 Feet 12.5 Feet 40.0 Feet 30.0 Feet area on 2 sides. MAX FLR AREA ALLOWED RATIO STATUS 1 Mini- storage TOTAL FOR FLOOR BUILDING TOTAL -- Sec. 504 and Table 5-B Si ok 12750 13500 12750 13500 12750 13500 0,94 0.94 0.94 The actual height of this building is 10. feet. The maximum height of the building is 55. feet. -- Table 5-B ok ok ok it Page # 2 Code review for: Project Id.: Shore Mini -storage Address: 121 Tamarish Trail, Battlement Mesa, CO EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5-A NORTH For Bearing Non -Bearing Occupancy Wall Wall S1 0 hour 0 hour EAST For Bearing Non -Bearing Occupancy Wall Wall S1 1 hour 1 hour SOUTH For Bearing Non -Bearing Occupancy Wall Wall S1 0 hour 0 hour WEST For Bearing Non -Bearing Occupancy Wall Wall S1 0 hour 0 hour None 3/4 hour Not Allowed Opening Construction Protection Material None Non -Comb Opening Construction Protection Material None Non --Comb Opening Construction Protection Material None Non -Comb Opening Construction Protection Material None Non -Comb Parapet Required No Parapet Required No Parapet Required No Parapet Required No No fire protection requirements for openings. 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 Openings are not permitted in this wall. Page # 3 Code review for: Project Id.: Shore Mini -storage Address: 121 Tamarish Trail, Battlement Mesa, CO OTHER BUILDING ELEMENTS Table 6-A ELEMENT MATERIAL RATING NOTES Interior Bearing wall Noncombustible 0 hr Interior nonbrg wall Noncombustible 0 hr See Footnote #5 Structural Frame Noncombustible 0 hr Exterior Struct Frame Noncombustible 0 hr See footnote #1 Floor/Ceiling Assembly Noncombustible 0 hr Roof/Ceiling Assembly Noncombustible 0 hr Stairs Noncombustible None 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 5) Nonload-bearing walls within a tenant space that are not part of a 1 hr. corridor may be of: a) Noncombustible (nonrated) materials b) Fire retardant -treated wood c) One-hour construction (any material) -- Sec. 601.5.2.1 Page # 4 Code review for: Project Id.: Shore Mini -storage Address: 121 Tamarish Trail, Battlement Mesa, 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 k It Page * 5 Code review for: Project Id.: Shore Mini -storage Address: 121 Tamarish Trail, Battlement Mesa, 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 ri L Page # 6 Code review for: Project Id.: Shore Mini -storage Address: 121 Tamarish Trail, Battlement Mesa, 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. of shaft enclosures. Penetrations 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: 5. Penetrations Exception: 6. Penetrations is required. Exception: 7. Penetrations Exception: Smoke dampers are not required. of an atrium enclosure element. Smoke dampers are not required. of exterior walls where protection of openings Smoke dampers are not required. of areas of refuge. Ventilation system designed to supply outside air during an emergency. 8. Smoke dampers are required in smoke barriers and elevator lobbies. ROOFING REQUIREMENTS: 1) The roofing on this building is required to be Class B or better. -- Table 15-A 2) See section 1504 and ICBO research reports for requirements. y r� Page # 7 Code review for: Project Id.: Shore Mini -storage Address: 121 Tamarish Trail, Battlement Mesa, 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) All insulation material including facings are required to have a flame -spread rating of 25 or less and a maximum smoke density of 450. -- Sec. 707.3 2) Foam plastic insulations are required to be protected. -- Sec. 2602 Page # 8 Code review for: Project Id.: Shore Mini -storage Address: 121 Tamarish Trail, Battlement Mesa, 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. 0. 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. ii 444 A 4 Applicant S 64-ogg - M rr44 (,C, PLAN REVIEW CIIECKLIST Building ✓Engineered Foundation. (k Driveway Permit 'urveyed Site Plan /V0 4—Septic Permit and Setbacks '/GradeiTopography 30% Pand review -File Notes M. 4. Attach Residential Plan Review List ✓fiinimum Application Questionnaire �t t • 4, Subdivision Plat Notes XM. Fire Department Review `Valuation Determination/Fees -/Red Line Plans/Stamps/Sticker . Attach Conditions ,lication Signed Plan eviewer To Sign Application Parcel/Schedule No. Date /0 ` Planning/Zoning Property Line Setbacks ;fi 30ft Stream Setbacks 4F1ood Plain adding Height 01(__ Zoning Sign -off Subdivision Plat Notes GENERAL NOTES: 40-t � r� �000- �xrc S'4C r 4 $55 zz. 5. I Pc—ft Sao s.c le le2.(e Gras e opography 40% Planning Issues k90 z .‘,o lz� os4 •o5 ;,filar G7 03 02:44p Denise & Philip Vaughan Project information EC I.' D er-ri 11,46 370-825-4522 Project Arch. Project # Trtle Address 134-01 CARFJELD COUNTY BUJL.DING & PlANNJNO Saddleback Storage 5a 121 Tamarisk Trail City, State, Zip Battlement Mesa, CO 81636 Country USA From Contact Company Address City, State, Zip Country Phone Fax Philip Vaughan Phil Vaughan Construction 1038 County Road 323 Rifle, CO 81650 USA 970-625-5350 970-625-4522 p.1 Transmittal Transmittal # 00722 Issue Date 03/0712003 Subject Class t3 Roof System To Contact Company Address City, State, Zip Country Phone Fax Andy Schwalier Garfiefd County Building Department 108 8th St- Gtenwood Springs, CO 81601 USA 970-945-8212 970-3844470 Copies and Remarks Submit Resubmit Return Copies For Distribution Copies ForApprovai Corrected Prints Sender Remarks Faxsimile Andy, please find attached information regarding the class B roof system. This system includes a 7116' OSB, FR 50 slipsheets and the standing seam roof panel. The system is shown on the attached cut sheet in the right hand upper comer as'Typfcal combustible deck application . Please let me know if this system wilt meet to your satisfaction as a Class B roof system Thanks, Phi! Vaughan Transmittal Items Item Description Atlas Roofing Corp. cutsilmeet on FR 50 UL Atlas Roofing guide information UL Building Units details 3/7/03 Euantity Transmitted For 1 1 1 Review and Comment Review and Comment Review and Comment Page 1 of 1 Mar 07 03 02:45p Denise & Philip Vaughan 970-625-4522 BZXX.Guidelnfb - Building Units { p.4 Page 1 of 3 Online Certifications Directory View Listings BZXX.Guideinfo Building Units Wage Bottom aestions? Previous Page Building Units Guide Information for Fire Resistance Ratings Building Units are composed of proprietary mixes of materials processed into the form of rigid boards, blocks, planks, sheets, or slabs and are formed in various sizes, shapes, and thicknesses, The Building Units in this category are investigated in accordance with the requirements of Standard UL 263, "Fire Tests ofBtfilding Construction and Materials" and/or with the requirements of Standard UL 1709, "Rapid Rise Fire Tests of Protection Materials for Structural Steel." The particular test method used to investigate each Building Unit is specified in the Design information. Unless specified under the individual design and in the Classification information as being suitable for exterior use applications, Building Units evaluated under the UL 263 test method are intended for interior use application only. For Building Units investigated in accordance with requirements of UL 1709, the environments to which a particular system including the Building Unit may be exposed to may include a number of optional environmental exposures. However, all systems are investigated for exposure to the following standardized environments: aging, high humidity, salt spray, carbon dioxide and sulfur dioxide air mixture and wet -freeze-dry cycling. The Classification information for Building Units Classified in accordance with Standard UL 1709 may include a Iist of optional environments which have been investigated. To investigate the influence of environments, the system including the Building Units is applied to either steel plates or structural steel shapes and a selected number of samples are subjected to the environments. After the environmental exposures, samples are subjected to the fire exposure defined in either UL 263 or UL 1709 depending upon the scope of the investigation being undertaken. The ability of the system to retain its fire resistive properties is determined on the basis of a comparative analysis of the fire test data obtained from fire tests on samples that were exposed and fire tests on samples that were not exposed to the simulated environments. For Surface Burning Characteristics, see the Building Materials Directory. LOOK FOR CLASSIFICATION MARK ON PRODUCT http://database.ul.comlegi-bin/XYV/template/LISEXT/1FRAME/showpage.hirnl?&Warne=B:... 3/7/2003 Mar .07 03 02:45p IMOCR130S9 `Building Units Denise & Philip Vaughan 970,625-4522 p.3 Page 1 of 1 Online Certifications Directory Page Bottom BZ .813089 Building Units Questions? Previous Psge Building Units Guide Information ATLAS ROOFING CORP SUITE 160 1775 THE EXCHANGE ALTANTA, GA 30339 USA R13089 Page Top UL Listed and Classified Products N tice of Disclaimer UL Recognized C2mpU tents Questions? Products Certified for Canada This page and all contents are Copyright et 2003 by Underwriters Laboratories Inc.®. Previous Page The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only Those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. AIways look for the Mark on the product. ht ://dstabase.ul.cc miegi-biniXYVltemplate/LISEX'r/1FRA. fshowpage.html7name—l3Z1.. 3/7/2003 Mar ,07 03 02:45p Denise & Philip Vaughan 970-625-4522 p.2 MAR -05-03 WED 0x:04 PIT ATLAS ROOFING CORP FAX N0. 3032524417 LIP BEETS FIRE-RESISTANT SUPSHEETS TIutr and t•RS{t' :ue roof system emnponcnis manufactured of IicC•1'etardant, coaled ODSs fibro mars teed Its e1h31x. lite overall lire perliuntance via rov(systeitt_ Pet 50 incorporates a heavier glass mat than eft It} to irnproa:lief purfliF1lii111iK kill products provide: • Su +etior prniection against (lart+e spread and penetration_ • A lightweight and ensyto. install roof syslcllt. • Purl t+f a "(.Mss A" ossrn+bly met tmtdnnail71e anal nnocntnhtsstible decks and rittrntIed l+oty tyrene, • Ku t of a "Class A" assembly over a:ombbslible and noutni' i iihtc decks anti expanded palystytene— . -• part of a "Class Il° assembly torr c mil uslib(e decks covered by metal sonf panels. fir and 1=1t50 arc specifically deSignt i In bis used over wood decks or certain comlosstlbic insulations. I Its0, utiliiing s heavy. duty Drat, is specifically cicsigned to aclsieve a cupermr fire ruling with a minimum pundhcr of layers. Alias Circ It Siir$S1WtiSAfilligliorreightstdeasy to handle. No attai haw ritis nccrsxa y. Slle patcelcd coating usually protides rnotgh weight to anchor the sheet until the membrane or insulation can be installed. Under windy conditions, attach with enough fastener's to prevent dispiaceinunr. f A10 11d }1t111 kulu teal ij.erur ante eiTurnt 031:;17 I, AR(IIIltc1UAlAk SPLCIil(Atlblt RH 1 CIk1RAI l fly .tIia+t:,isttollsAtt die lithtlitltstutimasl6ilit;tctkpiuprnEaxlis!kilvit. 12 WNW; SWIM AD 11941111i R %msgidcvlbinRrtiiiststte 6g.t6{ I.! WART ar A. @ Ida 0411DI Jilt leiblrraaTtg4IJvalinesfiydet41161.ia>sJiRartmum!,retiUanpkaual INA poke. 1 Ike harthIlkiRilitti' aeticf 4i1414itnqcfrxuddexlenrpkexn' rolelkl ifrwiminiewaiot WI7!Rams 11 MUMS it11811S8a1s}a95xrtststatiord i411 & ; 63; 63660. lilastileenuktrretttit 4rmitt6p}It'largn,ttislap groliilLipvuoiint drata, airs (. IA la trudittntlistiktr 1.4sk Idtlitloorintottaktd,133morel al atku air. FAAI] Il({IflICll SL 11111 01,01111 1IAlllllk}01tlmSkIdea *el pifie 7 nPoasIDsat5t0cdktt}Ixti016404 a LdrsµlSIwhiO tinfitatr4ifvlermilepntgtri60"L GL.A$5 A BIATMO wittiVEL 66 ytnasG- L• a r�,Y1i,{a�} .CL115S ES Aivritva ,tet,. ,./£Tr,t ceocriiac steaom-KrmEkanAnt P, 01 W mtioott Daae iG1I Coustlhla Dock Appk°utlion TwM,d sa..h.ityT+w, i.a* Steel Deck and porislyni a fnuu:.ti t I0 Phliitpa Arena, Aponte, GA Apr 23 03 11:43a Denise & Phili}b Vaughan 1�OD *2 fi h Sheet Suite 325 Ol NWOOD SPRINGS, CO 69601 (970) U5-1006 (6) ##5 VERT. 970--225-45 2 p.2 SADDLEBACK STORAGE BATII.IOENT MESA, COLORADO F.:2220O D DATED 4\22\03 S 1 OF t #4 TIES 0 12" o.c F. GRADE 1 0„ L - 4%-0" SEE PLAN 5-0" MAX. (2) #5 CONT. TOP & BOTTOM #5 DWLS. @ 16" o. c. ELM (2) #5 CONT. RIGID N INSULATION i THICKENED SLAB 8" CONC. WALL W/ #5 @ 16" o.c. VERT. #5 @ 16" o.c. HORIZ. (2) #4 TIES TOP e.1 i:4 ..ate.. #5 016" o.c. �'�fftfrn111itiraiw 6'--6" LONG a ##5 @ 12" o.c. EA. WAY Y-0" BEARING N TREATED NATIVE SOILS OR FILL. S E SOILS REPORT REVISION '1' APPLIES TO F(lINDA719N PLAN 0 GRW 18,20 Rpr 23 03 10:26a TOT d April 29, 2003 Denise &s Philip Vaughan 970-625-4522 Mr. Phil Vaughan Phil Vaughan Construction Management 1038 County Road 323 Rifle, CO 81650 ki 'LDING Fki.,(fivi tNiivy RE: Saddleback Storage, Garfield County, CO Oddo Engineering Project No. 2220-03 Dear Phil: 1 oddo 1 erigineez ►ng It is acceptable to use #5 x 30" long rebar at 24' o.c. drill and epoxy, 6" embedment in place of vertical dowels embedded in concrete at the masonry end walls. If you require further information or have additional questions please feel free to eontaet us. Sincerely. 01300 ENGINEERING. INC. dlaAA-CeaCe Robert A. Oddo. P.E. E-mail: infododdogws.conz RAWisanddll kairdichickes6xy 710 Coope Ave ♦ Suite 200 • Glenwood Springs, CO 81501 (97U 945-10X76 • Fax (970) 94529n • E -Mail into oddogws.wrn p.2 L46Z-566 0L6 EfL11a64 E0-6Z-.AdV INSPECTION WILL NOT BE MADE UNLESS 6- 4THIS CARD IS POSTED 011 THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT -- GARFIELD COUNTY, COLORADO Date Issued..^P-03 Zoned Area Permit No. .. 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 Inspector and IMMEDIATELY BECO NULL AND VOID. Use it S ', 4aite, 4,- Addressr Legal Description �y ' 1,t ' T 'a Owner t i e t r 4� Setbacks Front I1 _$ide Side ` y., Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. i, 0 Ike INSPECTION RECORD_ '— Footing IV Lt -o l 1Mr 130 -'t ,14.ale? 5t -qv r S r N Foundation 1k " 01-9e°1_,,,%," Underground Plumbing 811-05 . Insulation 6 : 23/03 nA. Rough Plumbing ( /5 41 Drywall 0 - g. 3-.03 iRYL,- Chimney & Vent N k Electric Final (by State Inspectorlf, . ak Gas Piping - _ tj..p Electric Rough (By State Inspector) (i-fi -03 Septic Final Framing L, a) -o--03 ' (To include Roof in place and Windows and Doors installed). N-+otes: C, a- X1+3 D _ ' cz6-03 E 4L^e L. c_oc&lr co10 0_/66 Q '62(-03 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. APPROVEDDO NOT DESTROY THIS CARD Date By 41, 1F PLACED OUTSIDE COV1R WITH CLEAR PLASTIC Mar -07 03 02:45p Denise $ Philip Vaughan 970-625-4522 p.5 BZXX.GuideInfb - Building Units Page 2 of 3 '4 The Classification Marking of Underwriters Laboratories Inc. (shown below) on the product or the smallest unit container in which the product is packaged is the only method provided by Underwriters Laboratories Inc. to identify Building Units produced under its Classification and Follow - Up Service. For Building Units investigated in accordance with Standard UL 263, the Classification Marking reads: UNDERWRITERS LABORATORIES INC. CLASSIFIED BUILDING UNITS FIRE RESISTANCE CLASSIFICATION DESIGN NO(S). SEE UL FIRE RESISTANCE DIRECTORY OR UNDERWRITERS LABORATORIES INC. CLASSIFIED BUILDING UNITS FIRE RESISTANCE CLASSIFICATION SEE UL FIRE RESISTANCE DIRECTORY For Building Units investigated in accordance with Standard UL 1709, the Classification Marking reads: UNDERWRITERS LABORATORIES INC 0 CLASSIFIED BUILDING UNITS FIRE RESISTANCE CLASSIFICATION RAPID TEMPERATURE RISE FIRE EXPOSURE DESIGN NO(S). SEE UL FIRE RESISTANCE DIRECTORY OR UNDERWRITERS LABORATORIES INC. CLASSIFIED RAPID TEMPERATURE RISE FIRE EXPOSURE FIRE RESISTANCE CLASSIFICATION SEE UL FIRE RESISTANCE DIRECTORY http:l/database.ul .com/cgi-bin/XY V/tem plate/LISEXT/t FRAME/showpage.httnf?&name=l:... 3/7/2003