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Home My WebLink About5486 • No. 5486 GARh7RI COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 < (303) 995 -8212 201 Ponderosa, Western Hills, Glenwood Springs Job Address Nature ofWork Building Permit Use ofBuildiog Storage Owner Doug Robertson Contractor Owner Amount or Permit $ 45.05 Date April 17, 1995 Permit: 17.00 Plan : 11.05 Investigation Fee : 17.00 S. Archuleta Paid $40,95 3 -3 -95 Clerk v • BUILDING PERMIT APPLICATION • GARFIELD COUNTY. COLORADO Applicant to complete numbered spaces only. PERMIT NO. 5Y14 PARCEUSCHED NO. JOB ADDRESS ao / 7/244.71/1 s.. 9 5 • 1 LEGAL LOT NO. 1 '7 BLOCK 7 SUBDIVISION r _ " 2/ DES / / 2 OWNER , cTi.D ADDRESS �r �v yesigQrey$q PI L WK PI 3 CONTRACTOR ADDRESS -- PH LICENSE NO 4 ARCHITECT OR DESIGNER ADDRESS P11 LICENSE NO 5 ENGINEER ADDRESS PH LICENSE NO, 6 S.F OF BUILDING SQ 5PO LOT r / Z ac, - .Q „_ HEIGHT g NO. OF FLOORS 7 USE OF BUILDING — _ — v` C � B CLASS OF WORK: c eiCEW oAo ADDITION ['ALTERRATION ['REPAIR ['MOVE ri REMOVE 9 DESCRIBE WORK• / � `c C.--32 .. ` ` _ 4-e 10 GARAGE SINGLE DOUBLE CARPORT SINGLE DOUBLE DRIVEWAY PERMIT ON SITE SEWAGE DISPOSAL PERMIT SITE PLAN • 11 VALUATION OF WORK: $ Yd ADJUSTED VAL.$ PLAN CHECK FEE //, 03 PERMIT FEE /7 CO CO SPECIAL CONDITIONS: ifoliLo.n",eGl./A2 U ____ mown, carter TFE NO OF BUILD'ry(' USE OF BUILD' ON //,,� j• O O PAR PARC ✓ TOTAL FEE ' 015. OCC, GR. / -1 CONST. TYPE r - / 1 NOTICE WATER SUPPLY DATE PERMIT ISSUED 9 SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. SPECIAL APPROVALS REQUIRED RECEIVED NOT REQUIRED THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS , NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK 15 SUSPENDED ZONING Y OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. ' IEALTII DEPT. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW TFIE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES EIRE DEPT. GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WIIIi WHETHER SPECIFIED H • • OR NOT. THE GR.:. .G OF A PERMIT DOES NOT PRESUME TO GIVE SOIL REPORT ORI 10 VIOLAT •R CAN• 1. THE PROVISIONS OF ANY 01HER STA1E OR _ , N Al . :..REGU T G y TRU •N OR THE PERFORMANCE OF • / (Dale) . 9 / ice � — FLOOD Sign. a ;),, 2 er • . 1• ••r authorized agent r h . ad a erslood not _ - .t ///L r'.6i , � /11-- /G` MANUI".110ME ilding Depa jf:n Ap• •va /dale . Planning De .arl en pprovaUdale TC� J DRIER AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND /OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT IN CONSIDERATION OF THE ISSUANCE OF THIS PERMIT THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARC TECT, DESIGNER, BUILDER AND OWNER, COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garform.003 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL l s. pd O.95 3-3 -9s • GARFIELD COUNTY STOR i'il /t SMnr" BUILDING AND PLANNING NOTICE A COPY OF THIS PLAN REVIEW IS ATTACHED TO THE OWNER'S OR CONTRACTOR'S COPY OF THE APPROVED PLANS. THIS PLAN REVIEW IS PROVIDED IN CONJUNCTION WITH OR IN PLACE OF REDLINING THE APPROVED PLAN. IT IS THE RESPONSIBILITY OF THE OWNER AND /OR THE CONTRACTOR TO CLOSELY REVIEW THE PLAN REVIEW AND VERIFY THAT ALL CORRECTIONS NOTED ARE BROUGHT INTO COMPLIANCE WITH CODES ADOPTED BY GARFIELD COUNTY. THE ISSUANCE OR GRANTING OF A PERMIT OR APPROVAL OF PLANS, SPECIFICATIONS AND COMPUTATIONS SHALL NOT BE CONSTRUED TO BE A PERMIT FOR, OR AN APPROVAL OF, ANY VIOLATION OF ANY OF THE PROVISIONS OF ANY CODE, ORDINANCE OR RESOLUTION OF GARFIELD COUNTY. PERMITS PRESUMING TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF CONSTRUCTION CODES OR OTHER ORDINANCES OR RESOLUTIONS OF GARFIELD COUNTY SHALL NOT BE VALID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE CHIEF BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA, OR FROM PREVENTING BUILDING OPERATIONS BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF CODES, ORDINANCES OR RESOLUTIONS OF GARFIELD COUNTY. (Authority under the 1988 Uniform Building Code Section 303 (c). titled: Validity of Permit.) THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS AND NOTATIONS ARE INTENDED TO CONSTRUCTIVE AND IN SUPPORT OF THE OWNERS INTEREST. / W /i/ / Art Hougland, of Building Official PRNOTICE 109 8TIi STREET, SUITE 303 • 945 8212/625- 5571/285 -7972 • GLENWOOD SPRINGS, COLORADO 81601 . . . , .. . , . / /37 !IT /0 t I jr.-:' ._, 4 ,, .-, 4 il ,- ,, 1 ,, c --Di.-e,b,:•(- 1 3L- , /..,./c% , / 6c t r f 44 C25 • C-. O. ly 72 -.98 - -..... t - I 8 I - ) , 6i ::, ) ...) ■ 1 I c) I prck , ' 7 , 7 ■., ,, N ) - _ ,--x------- - _ / 2' c) (t 3a: 1 3c...4., \i 1 N \ / '\ -34_______÷________ al-v• • L2e. ) .., CI ■ IN ry i 4 _ 1 .rci.2,_ , o co till 1 Vol V eoli con/ ec.. Pr/ rise Mroofinri.inr 0 F Sf 5E3::::.C1' tr.) NCI'ED P1':CTIONS ifr ify It cH .2 ? el rine:V 1 ei 4 ITOen as I ....r ;IjNTY PJEUI) CC: . , I NO 1,46:.c.:TK •:eil, HON goat . /Trot- srefeops/r S#/Co . ' THiSE PLA 14:i ic2 .;. VIE tae of Cor ny Co Pie GARFIELD COUNTY Building and Planning MEMORANDUM To: File; Doug Robertson permit # 5T�5° , for storage building. By: Art Hougland, Chief Building Official Date: March 27, 1995 Subject: Notes, comments and requirements for compliance regarding storage building located at 0201 Ponderosa Dr., Western Hills in Garfield County. Comments: The storage shed is approximately 10' x 20', or 200 sq. ft. This building is over the 120 sq. ft. of roof area that is permitted for an exempt storage area under U.B.C. Section 301 (b). The building is required to have a roof with a live load capability of a minimum of 40# per sq. ft. The roof is constructed with 2" x 4" joists @ 24" center to center. The roof structure is fabricated in the form of a truss with waferboard used as gussets. Because method of fabrication and use of non structural materials (OBS /waferboard) I am not able to verify the ability of the roof to provide a 40# live load as required under U.B.C. Section 3405. Wall construction appears to meet minimum code requirements and as pointed out by the owners consultant, is permitted to be supported on a treated foundation plate. Requirements for Compliance: 1. The owner is required to maintain a weather resistant roof on the shed to prevent deterioration of the OBS /waferboard gussets. Any gussets that are damaged or deteriorated are to be replaced with appropriate structural materials. 109 8th Street, Suite 303 945- 8212/625 - 5571/285 -7972 Glenwood Springs, Colorado 81601 • 2. Provide drainage to keep water and earth away from all non - treated components. Robert05.95 . ' • • . ' . . . --- _ ,.., 7-- , \ ,2i c>-, ," i C ',."( - ) 4 l ; Y,I ,of , ,q T - '• h- .1) • i c e ',„ uri ,, ,:\J _ t _\.... a ,. 7•;i 9 , \f) J : Ct 0 . 1 - 9 \ kr( i. t . 1 ' t, ■-7 ' ii I ) ■ j ; ) — Y ..., . ‘. cl ',1 q 1 ; 1 '1) j ) ,,, r, - ..., 'I `) —__, ', 1 ..(7 '-f-• , ,-, v l .1 1 \-\, .). ...$31\ • ,.. , 13 ) — / 4 ... i ., _, ,,... , gi ...,..: . ---s • 1 ) , - - L - . . :1 1..' 1 ___ 0 0 VE1 L 4 1 6 4 i 11 c tq' t .5 \ k - \ 1 : j IT, v . _......_ •■ .,,, 0/ I • . • , . , . . . ' . . •/, ( . ,..k.- c c 0 .......: • il ci . , .• 6 .1 v_,.. - ( . n Ct ,„4,,J / r1/4 ti - o c , • ■/1 , 2 1/4 i 1/41/4-1/41/4!) i (d __, c 1 1/4, • A , I Y \ ‘ \\ I v 1 1) w \ i -.c GARFIELD COUNTY BUILDING AND PLANNING MINIMUM APPLICATION REQUIREMENTS for SINGLE FAMILY DWELLING CONSTRUCTION including NEW CONSTRUCTION ADDITIONS ALTERATIONS and MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the 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 information 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 after 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 obtain a book 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 professional 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 check list prior to and during design. Applicants are required to indicate appropriately and to submit completed check list at time of application for a permit: 1 1. Is a site plan included that indicates the distance of the proposed building or addition to property lines, other buildings, set back easements and utility easements? Yes �/ No (1) Not necessary for this project (2) 2. Does the site plan include the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to property lines, wells (on subject property and adjacent properties) , streams or water courses? Yes No ____u, Not necessary for this project ✓(2) 3. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes '/ No (L) Not necessary for this project (2) 4. 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 ✓ No (1) Not necessary for this project (2) 5. 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 v No O) Not necessary for this project (2) 6. Do the plans indicate the size an location of ventilation openings for the attic, roof joist spaces and soffits? Yes _ _ No (I) Not necessary for this project (2) 7. Do the plans include design loads as required under the Uniform Building code for roof snow loads, (a minimum of 40 pounds per square foot in Garfield County) floor loads and wind loads? Yes — No _ Not necessary for this project (2) 8. Does the plan include a building section drawing indicating foundation, wall, floor and roof construction? Yes ` No (1) Not necessary for this project (2) 9. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes No (I) Not necessary for this project (2) 10. Does the building section drawing or other detail include the method of positive connection of all columns and beams? 2 Yes _ No __CO Not necessary for this project (2) 11. 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 (I Not necessary for this project (2) 12. 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 u , Not necessary for this project (2) 13. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 37? Yes No u, Not necessary for this project " (2) 14. Does the plan include a window schedule or other verification that egress /rescue windows from sleeping rooms and /or basements complyyith the requirements of the Uniform Building Code? Yes No Not necessary for this project (2) 15. Does the plan include a window schedule or other verification that windows natural light and ventilation for all habitable rooms? Yes v No n, Not necessary for this project L2) 16. 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 enclosures and specify safety glazing for these areas? Yes _ l.. No n> Not necessary for this project (2) 17. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes No w Not necessary for this project ' (2) 18. Have two (2) complete sets of constructions drawings been submitted with the - application? Yes 1 " / No ( 1) Not necessary for this project (2) 19. Have you designed or had this plan designed while considering building, and other construction code requirements? Yes ✓ No 3 _ 7 Notes: (1) If you have answered "No" on any of these questions you may be required to provide tits 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. (2) If you have answered 'Not necessary for this protect" 011 any of the questions and It is determined by the Building Official that the Information Is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A. The application may be placed behind more recent applications for building permits In the review process and not reviewed until required information has been provided and the application rotates again to first position for review, 8. Delay In Issuance of the permit. C. Delay In proceeding with construction. (3) If you answered No to this question the circumstances describer) in the question could result In a'stop Work Order being issued or a 'Certificate of Occupancy" not being issued. PerApp01.94 Effective May 1, 1994 5 GARFIELD COUNTY BUILDING AND PLANNING February 10, 1995 Mr. Doug Robertson Certified Mail No. Z 209 194 385 0201 Ponderosa Dr., Western Hills Garfield County Glenwood Springs, CO 81601 Subject: Buildings constructed at the above address. Dear Mr. Robertson: Thank you for meeting with Don Owens and me last Wednesday and for showing us around these buildings. As I indicated when we met, these buildings (with the exception with the small shed between the greenhouse and large shed) require a building pennit under codes adopted by Garfield County. Verification is also required of the correct location of the buildings on the property. Garfield County has currently adopted the 1988 editions of the U.B.C. (Uniform Building Code); U.P.C. (Uniform Plumbing Code); and U.M.C. (Uniform Mechanical Code). My observations during the site visit indicate that most of the wood in contact with the earth is not naturally resistive to decay or is not pressure treated to prevent decay however, some of the 6 inch by 6 inch members are pressure treated. Codes adopted by Garfield County require that wood used in the construction of permanent structures and located nearer than 6 inches to earth be treated wood or wood of natural resistance to decay. (U.B.C. Section 2516 (c) 7.) Temporary buildings permitted to be constructed may be exempted from this requirement but such buildings are required to be completely removed at the expiration of a specific time limit stated in the permit. (U.B.C. Section 104 (e)). The general constriction of the sheds were of a concern in that some materials used in the construction are not structural materials that I will approve; i.e. OBS board gussets on roof trusses, supporting of double pane tempered glass panels in the greenhouse roof and in other locations. The construction framing of the room with the fireplace at the back of the property has been covered and 1 was not able to see it. This construction does not permit me to conclude that the buildings are constructed in accordance with codes adopted by Garfield County. 109 8th STREET, SUITE 303 . 945 -8212 / 625 -5571 / 285 -7972 . GLENWOOD SPRINGS, COLORADO 8160' • INDEPENDENT PROFESSIONAL BUILDING INSPECTION 45855 HWY 6, CANYON CREEK LOT #63 GLENWOOD SPRINGS, CO 81601 (303) 945 -4418 February 27, 1995 Doug and Debra Robertson Res. 201 Ponderosa Glenwood Springs, CO 81601 No. 022295 INSPECTION REQUEST This letter is in response to a scheduled inspection at 201 Ponderosa Drive on February 20th, 1995. Present at the inspection were Doug Robertson and myself The owner has submitted an improvement survey dated 5- 23 -91, and other drawings concerning construction of the Gazebo type building at the back of the property and a greenhouse built of used patio door replacement glass panels. Also, refer to letter dated February 10th, 1995, from the Garfield County Building Official. The Gazebo or six sided building built at the back appears to be approximately 10 feet from the property line, and centered within the 25 foot utility easement as shown on the improvement survey. According to the owner, there exists 10 one acre lots behind his property and to the Northwest. In my opinion only, without checking any geological survey information, these one acre lots exist in an extreme mitigation district and they will be cost prohibitive to develop. However, they still exist as lots which exist between the subject property and BLM land. The sole purpose of codes and regulations is not to create problems but to eliminate any potential unsafe conditions. The building is safe and of good value with some discrepancies as follows: 1. The deck will need a handrail on one side in compliance with chapter 17 of the U.B.C. 2. The zero clearance fireplace shall have a cap and spark arrestor and needs to cleaned; a 16 inch hearth is required and any insulation or wood framing needs to be 2 inches away. 3. In accordance with section 2907 (b) exception: 1 A one story wood ar metal frame building not used for human occupancy and not over 400 square feet in floor area may be constructed with walls, supported on a wood foundation plate when approved by the Building • • • Page 2 Official. The interpretation of this section form the building standards is clear. Also, any plywood closer than 18 inches to grade shall be pressure treated. 4. The roof loading wood structural members meet the minimum design criteria as set forth in the U.B.C. Greenhouse and storage shed: Of the five different classes of glass used to resist human impact, tempered glass has been most used for doors and windows. It is my opinion that these patio door replacement panels have been used in construction of the greenhouse. When broken, tempered glass fractures into small cubes. This type of glass cannot be cut or drilled. (Reference section 3402 sloped glazing U.B.C.) This section states that fully- tempered glass is allowable in this application with the following requirements: Sections 3402, 3403 exceptions (1), (2), and (3) allow fully tempered glass overhead. In accordance with (section 3405 design loads shall be increased by a factor of 2.67 U.B.C.) In my opinion and based on (section 2311 (H) U.B.C.) concentric and eccentric type bracing is needed to resist any lateral loads. Horizontal bracing is also needed to support the truss system. OSB Board needs to be protected from the elements per. 25 -12 of the Uniform Building Standards. Other framing members in the greenhouse need attention and will need to comply with chapter 25 of the U.B.C. The foundation for the greenhouse is subject to (section 2907 of the U.B.C.) It appears to be founded on 6 x 6 pressure treated timber. The storage shed adjacent to the greenhouse is of sound construction and good value. Any exposed O.S.B. board will need to be protected. Obtain a building permit application, provide a reasonable evaluation based on value and labor. Please be aware of (section 304 (e) U.B.C.) In addition to the permit fee, the Building Official will likely double the fees. Note: Inspections are limited to components parts of the property which are readily accessible and visible on an ordinary basis. No responsibility is assumed for covered or hidden components, no penetrations of floors, chimney, chase walls, ceilings, or roofing included. Destructive testing or inspections will be provided only by special arrangements with all legal authorizations by the owner of the property. Page 3 This report is prepared for sole use and benefit of our client and shall not be relied upon by anyone else. Under no circumstances shall the inspection be considered for the benefit of any third party. Thank you for the opportunity to be of service to you. If you have any questions in the future, please feel free to call me at any time at (303) 945 -4418. Sincerely, 7 AlLosL, c / ) Bill Allred (I.C.B.O.) Certified Building Inspector 45855 Highway 6 Glenwood Springs, CO 81601 FOUNDATION REQUIREMENTS FOR RESIDENTIAL ACCESSORY STRUCTURES • Sec. 2907, Uniform Building Code (a) General Footings and foundations, unless otherwise specifically provided, shall be constructed of masonry, concrete or treated wood in conformance with U.B.C. Standard No. 29 -3 and in all cases shall extend below the frost line. Footings of concrete and masonry shall be of solid material. Foundations supporting wood shall extend at least 6 inches above the adjacent finish grade. Footings shall have a minimum depth as indicated In Table No. 29 -A un- less another depth Is recommended by e foundation investigation. (b) Bearing Walls I Bearing walls shall be supported on masonry or concrete foundations or piles or other approved foundation sys- tem which shall be of sufficient size to support all loads. Where a design is not provided, the minimum foundation requirements for stud bearing walls shall be as set forth in Table No. 29 -A. Exceptions: 1. A one -story wood or metal frame building not used for human occupancy and not over 400 square feet In floor area may be constructed with walls supported on a wood foundation plate when approved by the building official. 2. The support of buildings by posts embedded in earth shall be designed as specified In Section 2907(g). Wood posts or poles embedded in earth shall be pressure treated with an approved preservative. Steel posts or poles shall be protected as specified In Section 2908(h). Treated Stud Wall _ %nset Anchors Stud Wall Treated Treated sal Grade Sill Grade 7 F °uMa t gn Pla tes 4' Concrete Slab Wood Sill Plate Concrete Slab on Grade Optional Brick �' S tud Wall (16' o.c. 4' Concrete Slab on Grade Veneer with : with brick veneer) petal ties at ■ 1/2' Exp. Material 2 sf /tie & 4' Conc. Slab Stud Wall 24'o.c. Horlz. , I ! on Grade W10x10 Wire Grade '=,'i Treated Sill Mesh Z , liv-7: " Grade . , a -vim , ' _ � 1/2' Anchor Bolt o a Max. 6' on center -, #4 Rebnr o Itt 45 Max. w e' Conc. or Block Foundation Wall 12' #4 Rebar (Typ) f al m 16' Monolithic Frost -Depth Spread- Footing ANSWERS ABOUT KINDS OF GLASS. ?J'1. Answer: Safety glazing refers to those kinds of materials which have been tested to meet certain performance criteria while under simulated human impact conditions. If a glass passes these tests, then it may be glazed in locations which are required to resist human impact. > 2. Answer: Annealed glass refers to a process by which hot glass is drawn from a melting furnace in a continuous ribbon and then slowly cooled in what is called a "lehr." The annealed product is often called "flat glass," "primary glass," or "annealed glass." Annealed glass can be referred to as the raw product before any additional fabrication. 3 Answer: Heat strengthened glass is produced by quickly cooling flat glass after it has been heated in a tempering furnace. The resultant product is two times the strength of regular glass and has less distortion than fully tempered glass. This product is used where glazing is subject to thermal or mechanical stresses, such as spandrel areas or areas where glass may be subject to high wind load. Heat strengthened glass, by itself in standard thicknesses, will not meet the impact requirements of 16 CFR, Part 1201. ><4. Answer: Tempered glass is produced by suddenly cooling flat glass after it has been heated in a tempering furnace. The resulting product is four times stronger than regular glass. When broken, tempered glass fractures into small cubes. Tempered glass is one of the most popular safety glazing products for doors and windows subject to human impact. Tempered glass cannot be cut or drilled. �5. Answer: Laminated glass consists of two or more pieces of glass bonded to a tough resin interlayer. Commonly, the bonding is caused by heat and pressure in a machine called an "autoclave." The glass may be annealed, heat strengthened, or tempered. Laminated glass is a popular glazing product for doors and windows subject to human impact. Laminated annealed glass may be cut or drilled. L16. Answer: .015, .030, and .060 thicknesses. > Answer: Mirroring is a galvanic process usually applied to annealed glass. x8. Answer: Tinted glass is made by adding metallic oxides to the batch which is then added to the molten glass in the melting furnace. Further, it may be heat strengthened, tempered, or laminated. Tinting of laminated glass is more commonly accomplished by tinting the interlayer, not the glass. ,/ 9. Answer: Wired glass has its wire mesh embedded in glass 32 1 . . i,7J / 5" 417 7 9 6( )c - 4. " li 1 /11: _3(....e .,....,,, te-).:: 4 i • ' ' 1 ( I 1 k (C- LC. CO. /1e. ' 72 ' 98' 1110 7 t ... i 4,2 9 ., , __.• , ...., „..,_ \ i , 1 165. . \ i ------, \ t ! Ii3o:l ) , 1 1 1_ • ( Cdi v I! I Peck • ■ r.,R■ (T.• 0 ■. 1 / 2 ' scg N 1 \ / - : Iii i .2o' • — I , R \ ir / I 4,74. . _...,- 5a- . • 1 ., . . ■ A , 1 --k- -- - 1 , r . . . ._ .. , .3 0 ,T :33, 1 , 3,..,, -3 6 — , -. v4.- • • ' _ c 5 1 c • 3 I S• . \, ■I [. . , , .<. 4 -., f ff , ... ' f- .. !4' • .. ) rj %.) "Ps ; •...ii-: -4 L' 1 (1 - F! 1 - j , ..,.. 4, c:.4„.„) ' v i 1 . 4) 1 v ) ---.. -- . . 4 _, . - C -3 '‘v ■1/4,--- t 4 . . -'--- ‘4„4- .), , v , , . V I 0 Th) -CI i r i , - N 9 ■..' , ,.1S . . t.,.. Nt -- - 3/ _I- . ! \-i ---....c V.,. , :,:i --.: - , - / /I' -.9 , ...i „, n d r - - \ 3 C3 -2. -' . r 0 ‘1 1`\)31 , k A • r■L. ,I. v 3 r -3.. 1 , d -. 1 kq• < ,51\\ 03 '4 \3 t r■ ■ 1 _ ----- ' . . . . „ , I . . ,i 'j. 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CHICKEN \ `S /J 1.0fC POL ( 12 \ I � i ( 2O/ F o PONDEROSA N • ( .0 J W 6 a All. r 3h N 0 N't\O 1 7.7 4Q O n N K - • 0 Q Wh ry u) _ n a0 333.9 36.6 0 N tr, O / STORY WOOD Y 4 FRAME RfS'D N ^"/ BASEMENT 3� • 34. 3 � • IIIIIII CONC Ib A - [ 6RA VEL OR. h FOUND . REBAR {CAP 1 Z //6 " O — — - - — • FOUND S 68 " REBAR ?CAP 0 33/7 PONDEROSA (,) r ;(e, ' 4 c ;'[> 2_, o IMPROVEMENT LOCATION CERTIFICATE 1 hereby certify that this improvement location certificate was prepared by Scarrow & Walker, Inc. for Douglas G. Robertson; that it is not a land survey plat or improvement survey plat, and that it is not to be relied upon for the establishment of fence, building, or other future improvement lines. 1 further certify that the improvements on the above described parcel on this date, May 21, 1991, except utility connections, are entirely within the boundaries of the parcel, except as shown, that there are no encroachments upon the described premises by improvements on any adjoining premises, except as indicated, and that there is no apparent evidence or sign of any easement crossing or burdening any part of said parcel, except as noted. According to the National Flood Insurance Program Flood Boundary and Finndvay map (No. 080205 - 1043), this property does not lie within the 100 year flood plain. This ro rt .i s subject to ri rights-of-way and easements of record as owrP tf. i „ p pe Y 9 Y the title commitment prepared by Stewart Title Guaranty Company, orger,-no 9701884]. �� e May 23, 1991 > ' 3 317 Robert . Scar 1If a:a_sr NOTE: Lot based on the recorded plat of Western Hills Subdivision and a map of Lot 7, Blcok 10 prepared by ElDorado Engineering Company, Jerome F. Oamba, dated May 1, 1975. SCARROV k WALKER, INC. DATE: 03/23/9/ OWN BY: ✓O SCALE: 811 COLORADO AV E CKO BY: 1 INCH = 40 FT. GLENW000 SPRINGS, COLORADO iiiilieek;0 & iiiii thial, Wiij ii With; ihviaLlid THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT 9 AIELD COUNTY, COLORADO Date Issued 4 1 ! . .. ...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 tt i viggl g Iys br and IMMEDIATELY BECOME NULL AND VOID, Use ��// �, J+� ` may, ` Ad l Desc Legal 0n /" L ' i r . / ,s Own % j 7, L' � '" 1 s° f�/ Contractor Setbacks Front Side Side Rear This Card Must Be Posted So It Is Plainly Visible From the Street Until Final Inspection. INSPECTION RECORD Zoning Roof Covering Electric -Final (by STATE inspector) Footing Foundation Plumbing- Underground Gas Piping Heating Ventilation , Frame Insulation Plumbing -Rough Drywall Electric -Rough (by STATE inspector) Final ha -/i 73 ,T c ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING — WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 945 -8212 109 8th Street, County Courthouse, Glenwood Springs, Colo. APP O E D DO NOT DEST OY THIS CARD t � j Q r....,, ll Vii,£ e e., dr, ,,, i-f a