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Home My WebLink AboutBP-59190327 Job Address GARFIELD COUNTY BUILDING, SANI7A77GNand PLANNING DEPARTMENT 109 lith Street Suitt 303 Glenwood Springs, Colorado K1601 (303) 945-1212 Nature of Work Building Permit Use of Funding Single Family Dwelling TTni1- Owner Robert & Mary Proctor , Sierra Vista RanLh, Lot 14,_Silt Contractor Owner Amount of Permit S 1,472.21 Permit: 892.25 Plan : 579.96 Paid $579.96 5-9-96 Dale June 3, 1996 S. Archuleta Clerk BUILDING PERMIT APPLICATION GARFIELD COUNTY, COLORADO Applicant to complete numbered spaces only. PERMIT NO. 6-9M PARCEUSCHED NO. , %- Joe An 13 ss -$�. 33 // �/ Lr- 1 LEGAL DESCR. LOT NO. BLOCK j L - SUBDIVISION SI fI/6� U 15T6, 1�a,(�� 1r. 2 OWNER ?"1- O C`�6 ADDRESS �a �j3 335RUT- pi. Cy PH. laL{-D�JQr V •V WK PH. 3 CONTRACTOR 0 \�-% rv� r-- ADDRESS S F t rnC. PH. LICENSE NO. 4 N a_4.0 na..l ARCHITECT OR DESIGNER l>Latn S e... -.f ICA.,.. ADDRESS PH. LICENSE NO. 5 ENGINEER ADDRESS PH, LICENSE NO. 6 \ r t5hCa 123 d- SF OF BUILDINGScr(\ FiAst'.ed 123.). 12 p S.F OF LOT .21 etc( HEIGHT ICI, lr1 NO. OF FLOORS 7 USE OF BUILDING OTO en e 8 CLASS OF WORK: 'EW InADDITION oALTERATION O REPAIR oMOVE °REMOVE 9 DESCRIBE WORK: 10 GARAGE SINGLE DOUBLE CARPORT SINGLE DOUBLE DRIVEWAY PERMIT ON SITE SEWAGE DISPOSAL PERMIT SITE PLAN 11 VALUATION OF WORK $ ADJUSTEDVAL.$ PLAN CHECK FEE 579.96 //r� PERMIT FEE/g9a. #g 3 - SPECIAL CONDITIONS: /2.32 a' K 4..C.-2-9 .7 q VSCHOOL • /2 3a Q'� /c, . 3(o _ oo/0 ' IMP FE 0 7f 4 CQ NO. OF BUILDINGS ON PARCEL USE OF BUILDINGS NOW ON PARCEL TOTAL Hai 5r 2 lii2r ' WATER SUPPLY OCC. GR. 6-3-94 DATE PERMIT ISSUED CONST. TYPE SEPARATE PERMITS VENTILATING OR AIR THIS PERMIT BECOMES NOT COMMENCED WITHIN OR ABANDONED COMMENCED. I HEREBY CERTIFY THE SAME TO BE TRUE GOVERNING THIS TYPE HEREIN OR NOT. AUTHORITY TO VIOLATE -LOCAL •TON, CON CTION. NOTICE ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, CONDITIONING. NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR rIEF+ i G CONSTRUCTION THE I�RF MANCE OF 7•� SPECLOL APPROVALS REQUIRED REeelvEo�/ NOT REQUIRED ZONING .� (y0,/ �5_ j�� _ HEALTH DEPT. 1 FIRE DEPT. SOIL REPORT SETBACKS j� FLOOD HAZARD Signature of �Ow\ = , Cbniractor or authorized agen a ' .. / :.... notic- . bov.. V-- MANUF. HOME V.“AArl O. S. La «6 Y Building 'Mr. Department Aggravate] e p Planning Depa Ent A.. • -• j OTHER15'f%S /So , D 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 8Y GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCH CT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Garform.003 1 HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE INI IAL 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 T. 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 _x,_ No cn 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 A No ____cu 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 (1) 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 X _ 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? y Yes No (1) Not necessary for this project _Xc_(2) 6. Do the plans indicate the size an location of ventilation openings for the attic, roof joist spaces and soffits? Yes _ No 1) Not necessary for this project 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 n> Not necessary for this project (2) 8. Does the plan include a building section drawing indicating foundation, wall, floor and roof construction? Yes _(__ No _____a, Not necessary for this project 9. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes _X__ No (1) 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? YaS.�- 2 Yes I-_ No _____u, 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 _,.r(_ No a) Not necessary for this project 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 (1) 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? `J��,5" Yes No _(n 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 comply with the requirements of the Uniform Building Code? Yes _22 _ No ..____a, Not necessary for this project ____(2) 15. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes _ No _____o) Not necessary for this project (2) 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 _X__ No a) 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 ,) Not necessary for this project (2) 18. Have two (2) complete sets of constructions drawings been submitted with the application? Yes No (0 Not necessary for this project (2) 19. Have you designed or had this plan designed while considering building and other construction code requirements? Yes _A__ No 3) 3 20. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield Building Department? Yes 2k__ No (3) 21. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes Lc_ No (3) 22. 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 "School impact" or "Septic system " fees required, at the time you pick up your building permit? Yes _2L_ No (3) 23. 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 Occupancy and occupancy of the building? Yes _ ,_ No (3) 24. 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 _ No I hereby acknowledge that I have read, understand and answered these questio accurately to best of my ability. 5c g -- date Phone: l 0 7 '.1/ days); (evenings) t Project Name: (AJC i Re s \ Cite_A'lL Project Address: l—O`i 1± i l %k -eel -CI (1{i, p„_L 4 Notes: (1) If you have 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. (2) if you have answered "Not necessary for this protect" on 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. B. Delay in issuance of the permit. C. Delay In proceeding with construction. (3) If you answered "No" to this question the circumstances described 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 RIGHT J LOAD AND EQUIPMENT SUMMARY For: PROCTOR RESIDENCE N/A SILT N/A By: CLIMATE CONTROL COMPANY 1537 130 ND" GLENWOOD SPRINGS 970-945 2326 WINTER DESIGN CONDITIONS Outside db: Inside db: Design TD: HEATING SUMMARY Bldg. Heat Loss Ventilation Air Vent Air Loss Design Heat Load O Deg F 70 Deg F 70 Deg F 44785 Btuh O CFM O Btuh 44785 Btuh INFILTRATION Const Qual a # Fireplaces 0 HEATING COOLING Area (sq"ft,) 2408 2408 Volume (ce.ft.) 19264 19264 Air Changes/Hour 0^7 0.4 Equivalent CFM 225 129 HEATING E8UIPMEN/ SUMMARY Make TRANS Model Type Efficiency / HSPF Heating Input Heating Output Heating Temp Rise Actual Heating Fan Htg Air Flute: Factor Space Thermostat 0.0 0 @ 690 0"@15 Btuh Etuh Deg F CFM CFM/Btuh 7 23-95 CO 81602 Job #: Wthr : GraU_Junction_AW_(S> CO Zone SUMMER DESIGN CONDITIONS Outside db: inside db: Design TD: Daily Range Rel" Hum" : Grains Water 94 75 19 H 50 @ Deg Deg Deg � Ur SENSIBLE CODLING EQUIP LOAD Sl[ING Structure 12900 Etuh Ventilation Q Stun Design Temp. Swing 3,0 Deg F Use Mfg. Data n Rate/Swing Mul*" 1"00 Total Sens Lquip Load 12900 Btuh LATENT COOLING EQUIP LOAD SIZING Internal Gains Ventilation Infiltration Tot Latent Equip Load O etuh O Btuh m Btuh O Ptyh Total Equip Load 12900 Btuh COOLING EQUIPMENT SUMMARY Make TRANE Model Type COP/EER/SEER Sensible Cooling Latent Cooling Total Cooling Actual Cooling Fan rlg Air Flow Factor m.m O 'Stuh 0 Btuh O Btub 690 CFM 0"053 CFM/Btuh Load Sens Heat Ratio 100 MANUAL J: 7th Ed. RIGHT -J: V1^74 S/N !!!! Printout certified by ACCA to meet all requirements of Manual Form RIGHT ,I CALCULATION PROCEDURES A, B, Job {h : 7--23-951 Procedure H -- Winter Infiltration HIM Calculation* I 1. Winter "infiltration CFM 0.7 AC/HR x 19264 Cu. Ft. x 0.0167 225 CFM Winter Infiltration Btuh 1.1 225 CFM 70 Winter 1D -- 17340 Btuh I 3. Winter '1iifiltratinn HTM 17340 Btuh J 240 Total Window = 72.3 HTM & Door Area Procedure B• -- Summer infiltration HTNI Calculation* I 1. Summer Infiltration CFM 0.4 HC; HR x 19264 Cu. Ft. x 0.0167 129 CFM I 2. Summer infiltration Btuh 1. 1 x 129 CFM x 19 Summer TD = 2689 Btuh Summer infiltration HIM 2689 Btuh 240 Total Window -- 11.2 HIM &- Door Area Procedure 0 -- Latent Infiltration Gain 0.68 x 0 gr. diff. x 129 CFM = Vi Btu..ih Procedure D -- Equipment Sizing Loads 1. Sensible Sizing Load Sensible Ventilation Load 1.1. x 0 Ven't.CFM x 19 Bummer TD = 0 Btuh Sensible Load for Structure Wine 19) -i- 12900 Btuh Sum of Ventilation and Structure Loads = 12900 Btuh Rating and Temperature Swing Multiplie r: 1.00 RSM Equipment Sizing Load -- Sensible + 12900 Btuh 2. Latent Sizing Loac Latent Ventilation Load 0.68 x 0 Vent.CFR1 x 0 gr. diff. Internal Loads -- 230 x 0 No. People infiltration Load From Procedure 0 Equipment Sizing Load — Latent {- 4i Btuh • Btuh O Btuh O Btuh *Construction Quality is: a No. of Fireplaces is: 0 MANUAL 3: eth Ed. RIGHT --J: V1.74 a:N I'll Printout certified by RCCA to meet all requirements of Manual Form J Joh #: Zune: /-23- z ----- MANUAL J: 7th Ed. --'- RIGHT -j: V1.74 ---- S/N !!!! --- Page 1 11 Name of Room | Entire House | BASEMENT i 21 Running Ft. Exposed Wall | 284.0 Ft^ | 144.0 Ft" l 3i Room Dimensions, Ft. | | 44.0 x 28.0 Ft. | | 41 Ceilngs,Ft 1 Condit. Opti"ni 8.0 1 1 8.0 | heat/cool | ' |'-------^-----------| '| TYPE OF | |CST| HTM | Area | Btuh i Area 1 Btuh | |. EXPOSURE 1 INO, |Htg |Clg |Length| Ht8 i Clg |Length| Htg 1 Clg 1 |.__^___ __------------------------------^------|-~'-----'-------^---( | 51 Gross |a|12D| 5.61 1.41 11201 **** 1 **** 1 01 **** 1 **** } | 1 Exposed 1h115B1 5.21 0.01 8001 **** 1 **** 1 8001 **** 1 **** | 1 Walls and 1c11401 5.41 0.61 3521 **** | **** 1 3521 **** | **** 1 1 Partitions \d1 1 0"01 0^01 01 **** 1 **** | 01 **** 1 **** | 1 lei | 0.01 0.01 01 **** 1 **** 1 01 **** | **** | | |f| | 0"01 0"01 01 **** 1 **** i @| **** 1 **** 1 ---------~----`--------------'-|------^-^^^--'------|--------------------| 61 Windows lal 30150.81 ** 1561 79171 **** 1 561 28421 **** 1 | | & Glass |b| 80150"81 ** | 421 21321 **** 1 01 01 **** | | | Doors Htg. |c| 9I152.81 ** | 421 22171 **** 1 211 11081 **** 1 | | |d| | 0"01 ** | 01 01 **** | 01 Oi **** i i | lel 1 @,@| ** i @i 01 **** 1 01 01 **** 1 | | |fi | 0.01 ** i 01 01 **** | 01 Qi **** | |-'---------------------'-------|----~---~-----------|-------`------------| | 71 Windows 1 North 123"01 1061 **** | 24381 241 **** 1 552| | | & Glass i NE&NW 1 0"01 01 **** 1 Q| 01 **** | 01 | | Doors Clg. 1 E&W | @"Q| 01 **** | 01 01 **** | 01 | } i SE&SW ) 0.01 01 **** 1 01 01 | 01 | i 1 South 138^01 1341 **** 1 50921 531 **** | 20141 | | 1 H"rz i 0.01 01 **** 1 @i Q| **** 1 m| |--~----``-----------------|-'`--------------'--|-----------^------`-| | 81 Othr doors 1a110D132.21 8.11 01 01 @| 0! 01 N| 1 |b| | 0.01 0.01 01 01 Q| 01 01 01 |-------------------------------1--------------------1----------------`---1 | 91 Net |a|12D1 5"61 1"41 8801 49381 12391 -771 -4311 -1081 | | Exposed 1b11581 5.21 0.01 8001 41441 01 8001 41441 01 | | Walls and |c114131 5.41 0.81 352i 18971 2791 3521 18971 2791 | | Partitions |d| 1 0.01 0.01 01 01 01 01 01 0| | | lel | 0.01 0.01 01 01 01 01 01 01 i | |f| | 0"01 0.01 01 01 01 01 m| 01 |---------------------------'---|--------------------|------------'``-----1 1101 Ceilings 1a116H1 1"81 1.01 11761 21401 11621 01 01 01 | 1 (b| 1 0.01 0.01 @| 01 01 01 01 01 | 1 101 | 0.01 0.01 @| 01 01 01 01 01 i----'------------------------`-|--------------------|---------------~----| 1111 Floors |a121A1 1.71 Q"N| 12321 20701 01 12321 20701 01 | 1 ih| 1 0.01 0"01 01 01 01 01 01 a| | 1 |r| 1 0.01 0.01 m{ 01 01 01 @| 01 |-------------------------------|------^-------------|--------------------| 1121 Infiltration a 172"3111.21 2401 173401 26891 771 55631 8631 |----------------~---'^-`-------|-----'--------------i--------------^-----| 1131S"btot Btuh Loss=6+(}""+1l+121 **** 1 447851 **** i **** } 171941 **** ; 1141 Duct Btuh Loss 1 m%| N| **** 1 0%1 01 **** 1 1151 Total Btuh Loss = 13+14 | **** 1 447851 **** 1 **** | 171941 **** 1 |---------------------'---------|------~^-^`~--------|-~-~~-------------^-| 1161 Int. Gains: People @ 3001 01 **** 1 01 01 **** 1 01 | 1 App]. @ 12001 01 **** 1 01 0| **** 1 m| 1171 Subtot RSH Gain=7+8..+12+161 **** 1 **** | 129001 **** 1 **** 1 36001 1181 Duct Btuh Gain | @%| **** 1 W| @%| **** | 01 1191 Total RSH Gain 17+18 1 **** 1 **** 1 129001 «*** 1 **** 1 36001 1201 CFM Air Required 1 **** 1 6901 6901 **** | 2651 1921 - Printout certified by ACCA to meet all requirements of Manual Form J -- Job #: Zone: 7-23-95 . MANUAL J: 7th Ed. RIGHT-J: V1.74 S/N !!!! --- Page 2 '--- 1| Name of Room 1 GREAT ROOM/FOYER | KITCHEN/DINING | 21 Running Ft. Exposed Wall | 35.0 Ft. | 35.0 Ft. | 31 Room Dimensions, Ft. | 21.0 x 14"0 Ft" 1 21.16 x 14,0 Ft" | 41 CeilngsxFt | Condit. Option! 8.0 1 heat/cool 1 8.0 1 heat/cool i -|- '| TYPE OF 1 |CGT| HTM | Area 1 Gtuh 1 Area i Stub i EXPOSURE | |NO.iHtg |Cig (Length| Htg 1 C18 'Length' Htg | Gig | | | 51 Gross |a|12D1 5"61 1.41 2801 **** | **** | 2801 **** | **** | Exposed 1h!1561 5.21 0.01 01 **** | **** | 01 **** 1 **** | Walls and |c114015.41 0"81 0| **** **** | 01 **** | **** i Partitions |d| 1 ��,0| ��"0| @| **** 1 **** ) 01 ***� | **** | lel 1 m"@| @.m| @| **** | **** 1 mi **** 1 **** | |fi | 0.01 0.01 01 **** i **** i 0| **** i **** | ------------------`-^----}`----------------- -|--~-----------------| 61 Windows lal 30150"8i ** 301 15231 **** 1 101 5081 **** 1 � & Glass |b| 80150"81 ** 01 01 **** | 421 21321 **** | | Doors Htg. |c| 9I152.81 ** 211 11081 **** | 01 Q| **** | |d| 1 0.01 ** 01 01 **** | 01 01 **** | iei | 0.01 ** | 01 01 **** | 01 01 **** | |f| 1 0"01 ** | m| 01 **** | 01 01 **** i ------------------^|--------------------|----------^-----____| | 71 Windows North 123.01 01 **** 1 01 521 **** 1 11961 | & Glass | NE&NW | 0.01 01 **** | 01 01 **** | @i } | Doors Clg. | E&W 1 0.01 N| **** 1 01 01 **** | 01 | | | SE&SW ] m"0| 0| **** | 01 01 **** | 01 | | | South |]8^0| 51| ***x | 19381 01 **** | 01 | | | Horz | 0.01 0! **** | @| @| »*** 1 01 |`---------------^--------------|--------------~-----|^-------------------| 8| Othr doors |a|10D132.21 8.11 01 01 01 @| 01 01 | | |b| | 0.01 0,01 01 01 01 O| m| 0| |~----`----------------------^--)--------------------i-- ---------------i 9| Net |a|12D| 5"6| 1^4| 229| 128?| 322| P2H| 1�77| 3211 | Exposed 1b11561 5.21 0^01 01 01 01 01 01 0| | Walls and 1c|1401 5"4| @"8| @| 01 0i m| @| 01 Partitions |d| | 0.01 @"Q| 01 01 01 01 @| 0i |e| | 0^@| 0"01 m| 0| 01 01 Q| 01 |f| 1 @"@| 0.m| Q| 01 Q| Q| 01 N| |------------------------ --^-|---~----------------i-~------------------| 110! Ceilings |a|16H1 1.81 1"01 2541 5351 2901 2941 5351 2901 I | |b| | N^N| 0.01 01 @| 01 01 01 01 | i ic| | 0.01 0.01 01 01 Qi 01 @| @| |---`-----`---------------------|----------------~---|------~-------------| 1111 Flnors |a|21A{ 1"7| 0.01 0| 01 01 01 01 @| | | |h| | 0.01 0.@| @| 01 Qi 01 01 0I | | |c| | @,0| 0.01 01 Q| 01 01 Q| 01 |-----------------------`----'--|--------------------i------------`-------| |12| Infiltration a |72"J|11.2| 51i 36851 5721 521 37571 5831 |i^------^----^-------i--^-----------------| 1131Sebtvt Dt"h Loss=6+8,,+11+i21 **** | 81331 **** | ***: | 82061 **** | 1141 Duct Btuh Loss | m%| 01 **** | 0%1 01 **** | 1151 Total Btuh Loss = 13+14 | **** | 81331 **** 1 **** | 82081 **** | |-------------------------------|-------`---------~--|--------------------| 1161�Int. 8s/ins: People 0 3001 @| **** | 01 @| **** 1 01 | 1 Appl" @ 12001 0| **** i @| 01 **** | 01 |&71 Subtot RSH Gain=7+2^.+12+161 **** { **** i 31221 **** 1 **** | 23901 1181 Duct Stub Gain | 0%1 **** i 01 0%1 **** | @| 1191-Total RSH Gain = 17+18 1 **** | **** 1 31221 **** | **** | 23901 1201 CFM Air Required | **** | 12d| 1671 **** 1 1261 1281 ,Printout certified by ACCA to meet all requirements of Manual Form J -- Job #: Zone: 7^23-95 ----- MANUAL J: 7th Ed. -- - RIGHT -J: V1.74 S/N !I!! --- Page 3 '--- | 11 Name of Room | MASTER BED/BATH | BEDROOM *2 i 21RunnioO Ft. Exposed Wall 1 34.0 Ft. 1 24.0 Ft. \ 31 Room Dimensions, Ft. 1 20.0 x 14.0 Ft. | 14.0 x 10"0 Ft. 7 41 Ceilngs,Ft | Condit, Option' 8.0 1 heat/cool | 8.0 1 heat/cool | •------------------------------------------------|-------^----`-------| TYPE OF i |CST| HT@ 1 Area | Btuh 1 Area | Btuh | N EXPOSURE 1 |ND. |Htg !Gig 'Length' Mtg | Clg |Lengthl H+g i CIE / |�------------'----^-------------^---'----------------|--------------`-----i | 51 Dross |a|12D| 5.61 1.41 2721 **** | **** 1 1921 **** 1 **** 1 { \ Exposed Ih<15R1 5.21 0.01 01 **** | **** | 01 **** 1 **** 1 1 Walls and |c114C1 5.41 0.81 01 **** 1 **** 1 m| **** 1 **** | } Partitions idi | 0"01 0.1Z11 01 **** 1 **** 1 �| l iiii | |e| | Q"Q| Q"0| @| **** | **** | 0| **** | | |f1 | m"@| m"0| m| **** | **** | 0| **** | |------------ - -----------------|--------------------|--------------------i | 61 Windows |a\ 313150"81 | 301 15231 **** | i51 7611 *x** | 1 & Glass |h| 90150.81 +/* 1 01 01 **** | 01 01 **** 1 1 Doors Htg" \c| 9I152"81 ** ( 01 01 **** 1 01 01 **** | ] | Id! 1 0.01 ** 1 01 01 **** 1 01 01 **** | 1 lel | 0"01 ** 1 01 01 **** 1 01 Q| **** 1 | if' | 0^01 ** | 01 01 **** 1 01 01 **** 1 |-------------------------------|-----------------'--i---^~---------------| /i Windows North 123"01 301 **** | 6901 01 **** 01 | � Glass NE&NW | 0"01 m| **** | m\ 01 **** 01 | Doors Clg" E&W 1 0.01 01 **** | 01 01 **** 01 1 SE&SW 1 0.01 Q| **** } Q| 0\ **** 01 | | South 138^01 01 **** | 01 151 **** | 570| | ) Horz 1 @"@i @| :*** | @| Q\ **** | 01 |-------------------------------|-- '-i--------------------| | 81 Othr doors |a110D132"21 8.11 @\ Q| @< 01 01 01 | |b| 1 0.01 0.01 01 01 01 01 01 01 |----------- -'------~----------1--------------------1-^-----^'-----'-----1 ) 91 Net |a|12D1 5.61 1.41 2421 13551 3411 1771 9911 2491 | Exposed 1b11581 5.21 0.01 01 01 @\ 01 01 01 1 Walls and 1c11401 5,41 0"81 @| 01 01 @i 01 m| | Partitions |d| 1 0.01 0.01 J| 01 W| 01 01 @| lei | 0.0| @,@| 01 Ni 01 01 Q| 01 | |f| 1 0^01 0'01 01 01 @| 01 01 Oi |--------------------`----------|-----'--- |----' | |101 Ceilings |a|16H1 1.61 1"01 2801 510) 2771 1401 2551 1381 1 |b| | 0.01 0.01 01 01 01 01 Q| 01 i 1 |c| | 0^01 0.N| 0 01 01 01 01 0i |-------------`--~----'^----^-~~|---^----^---^-------i-------`--------~---i |111 Floors |a121Q1 1.71 0^01 01 01 Q| 01 01 01 1 |b! } 0"01 0"01 Q| 01 01 01 Q| 01 1 |c| 1 0.01 0.01 01 01 01 @\ @i m| |-`-----------------------------|-----------`~'------I-'-~------^-- ^-----| 1121 Infiltration a 172"3111"21 30i 21681 3361 151 10841 1681 |---------------------'`------^-|~---- '-------------i--------------------| |131E!"btnt Btuh Lsss=6+C1..+11+12| **** | 55551 **** | **** 1 30911 **** \ 1141 Duct Btuh Loss | 0%1 01 **** | 0%1 01 **** | 1151 Total Btuh Loss = 13+14 1 **** 1 55551 **** 1 **** 1 30911 **** | |-------------------------------|~-----'-----^--^--~-|-------'-~---^--- 1161 Int. Gains: People 0 3001 01 **** 1 01 01 **** | 01 | 1 Appl" 0 12001 01 **** 1 01 01 **** | m| 1171 Subtot RSH Gain=7+8^.+12+161 **** i x*** 1 1644| **** 1 **** | 11261 1181 Duct Btuh Gain 1 0%1 **** | 0| 0%1 **** | 01 1191 Total RSH Rain = 17+18 1 **** | **** 1 16441 **** | **** | 11261 1201 CFM Air Required 1 **** 1 861 881 **** | 481 601 Printout certified by ACCA to meet all requirements of Manual Form J -- Job #: Zone: /-23-1i)5 ---^- MANUAL J: 7th Ed. -'-- RICHT J: V1.74 ---- G/N !!!! --- Page 4 - - - - 11 Name of Room | BFDRO2M ��3 | 21 Running Ft. Exposed Wall l 12.0 Ft" | 31 Room Dimensions, Ft. | 12.0 x 14"0 Ft. i x Ft. 41 CeilngsrFt | Condit. Option | 3.0 1 heat/cool 1 i |_______-___-____~___-_.^.---------------------------|------------------ TYPE OF | |CST| HIM | Area 1 Btuh 1 Area 1 Rtuh EXPOSURE i INC). iHtg |Clg |Length| Htg | Clg |Leng*h| H+8 | Clg .______^________~-----------------------------|--------------------| 5i Gross ia|12Di 5.61 1.41 961 **** 1 **** i | **** **** | Exposed 1b11581 5"21 Q"@| 01 **** 1 **** 1 i **** **** 1 Walls and 1c114C1 5"41 0,81 01 **** 1 **** ( | **** **** | Partitions 161 1 0,01 0.01 01 l **** 1 { **** **** 1 lel 1 0.01 0.01 N| **** | 1 **** | **** i [f| 1 0.01 0"01 01 **** 1 **** | **** i **** |___________--------------------|-----------~--------)-----~--------------| | 61 Windows \a| 30150"81 | 151 7611 1 | | **** 1 & Glass |h| 80150"81 ** | 01 01 **** 1 | | **** 1 Doors Htg^ |ci 9I152.81 ** 1 01 m( **** | | | **** | |d| | 0"0| ** ( 01 01 **** | | | **** | )e| | 0"01 ** i @| Wi **** | ( | **** j |f| | 0"01 ** | Q: 0i **** | | | **** i-'-----------------------------|--------------------|-------------------^| 71 Windows | North 123.01 01 01 **** | ( & Glass 1 NE&NW | 0.01 01 **** 01 **** | | Doors Clg. 1 E&W | 0"01 01 **** 01 **** | | 1SE&SW | 0"01 01 *u** 01 *«** | | 1 South |38,01 151 **** | 5701 **** | | i Horz | 0^01 01 **** | Qi |---------^----------|--------------------| | 31 Othr doors |a|10D132.21 8,11 01 01 01 1 |b| | @"@: 0.01 01 01 01 | | | |--------- ---------------------|--------------------1-------------~-'----| | 91 Net |a|12D1 5"61 1"41 311 4541 1141 | Exposed 1611581 5.21 0.01 01 01 Q| | Walls and 1c114131 5.41 0.81 01 Q| 01 | Partitions |d| 1 @"@| 0"01 01 01 01 | | lel | 0"01 0.01 0| 01 01 | i |f| 1 0"01 0^01 01 01 01 |-------------------------------|--------- ----------|-------- |1Qi Ceilings |*116H1 1,31 1.01 1681 3061 1661 I | |b| 1 @.m| 0.0| 01 01 01 i i i 0 i 0.01 @"e| W| 01 0| i---------------------------^---|--- ------------|----- --------| |11| Floors \a\21A\ 1.71 0.01 m| Q| @| | | )b! ( Q,Q| 0"01 01 01 01 | | }c} ! 0.01 0.01 @| 01 01 |----------------------------'--i---------- ---------|------------'-------| 1121 infiltration a 172.3111.21 151 10341 1681 { | \ |-------------------------------i--------------------{ ------------------- 1131Subtot Dtuh Lsss=6+8."+11+121 **** 1 26041 o*** 1 **** | | **** 1141 Duct [!tuh Loss | 0%1 m| **** i %I | **** 1151 Total 9*uh Loss = 13+14 1 **** 1 26041 **** 1 **** i | **** |----------- ----------------- |--------------------|--------------------| 1161 Int. Gains: People 0 3001 01 **o* | 01 1 **** � \ |^ | Appl. 0 12001 Q! **** | 01 | **** > i:1/1 qubtot RSH Gain=7+8..+12+161 **** 1 **** | 10181 **** i **** 1181 Duct Btyh Gain 1 0%1 **** | 0| %| **** | \|9i,Total RSH Gain = 17+18 i **** | **** i 10181 **** 1 **** 1201 CFM Air Required 1 **** 1 40| 541 **** { Printout certified by ACCA to meet all requirements of Manual Form J -- MANUAL J: 7th Ed" ' RIGHT—J: Vl"74 S/N ! ! ! ! RIBHT —J WINDOW DATA Joh #: , 7-23-95 . W S D W G L S S ON A S 0 O W C W S NR 1 A L O T H V G N H V V H H N H DWRL A WR A H L G 0 R R G T A A W i Z E M D 6 Z L. 0 X Y T M R ;',: BASEMENT an s a c n n n n 2 90 1"0 @"@ 0.Q 1.0 38"Q 32"0 0"0 a n n a c n n n n 2 90 1.@ 0"0 O.0 1"0 23,0 24"Q 0.0 c n s a c n n n n 2 90 1"0 @"Q @"@ 1.e J8"@ 21"@ Q,0 GREAT ROOM/FOYER a n s a c n n n n 2 90 1.@ m.0 O. 1"0 33"121 30"0 m"@ c n n n n P 90 1.0 u.0 m.0 1,0 J8.0 21. 0.m KITCHEN/DINING a n n a c n n n n P 90 1.0 a.@ 0.0 1"@ 23,@ 10.12:1 0.Q b n n a c n n 2 50 1^0 0"0 0"@ 1"@ 23"@ 42"0 @.@ MASTER BED/BATH � n 11 a c fl n n n 2 90 1.m 0.0 @"0 1"@ 23"0 3W.0 @"o BEDROOM #2 a n s a c n n n n 2 91Z1 1.0 0"0 @"0 1"Q 38"Q 15"@ @"0 BEDROOM #3 a n s a c n n n n 2 90 1.0 @"@ 0.0 1"@ 38.@ 15.@ 0"@ LOTt 114 ..SI E R %A dtsTA RANcJk. Q ro HOME NOT TO SCALL • 4o g'►Sr{N G RoA0 c0HNTy rd, * 331 14t3. 1 -ii` ANDERSON COMPONENTS-LINDCAId 101 S. GENEVA RD. -LINDON, UT 84042 Phone: (801)785-0255 Fax: (801)785-0252 To: 84 LUMBER L8830,3-26 779 22 ROAD GRAND JUNCTION, CO 81504 DeliveryList Job No: L8830 Page: Date: 03-23-1998 Project ID: 18830 Project:PROCTOR Block No: Model: Lot No: Contact: Site: Office: Deliver To: YARD GRAND JUNCTION, CO 81504 Account No: Designer: MARK Salesman: KIM Quote No: Name: Phone: Fax: BRUCE (303) 245-8400 (303) 245-5372 Tentative Delivery Date: 3-31-98 Profile: Qty: Truss Id: Span: Truss Type: Slope: LOH ROH Load By: ----(<1 Hh _.. 2 A 104 lbs, each 28-0-0 FINK 5.00 0.00 2-0-0 2-0-0 �_ 5 Al 84 lbs. each 28-0-0 FINK 5.00 0.00 2-0-0 2-0-0 a_I __ !28.0-0 910s. each SCISSOR 5.00 2.50 2-0-0 2-0-0 n it a 77 / 91-Zad y w y Z____,..,.- ' i ,7574_r c! . 7 Above listed to right). Received Date: items have been received in good condition. (exceptions listed by: .. -.. Thank You for your Business. . Job L8830 Truss A Truss Type FINK Qty 2 Ply 1 84 LBR GJ 3-26-98 MM ..ne.enn rmmnnnnnre unnnn 3.300 $ Sep Al 1995 MIi1ekInus nes, nc. on Mar 231 N b 1-0.0 140-0 14-0-0 4X4 = 2 28-0-0 14-0-0 3x4 = 1-0-0 4x4 = 3x4 = 28-0-0 28-0-0 LOADING (psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC -94 CSI TC 0.00 BC 0.00 WB 0.00 DEFL (in) (loc) Udell Vert(LL) 0.00 / `... Vert(TL) 0.00 / Horz(TL) 0.00 n/a Min Length / LL deg = 240 PLATES GRIP M20(20ga) 149/110 Weight: 104 (lbs) LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed BOT CHORD 2 X 4 SPF No.2 BOT CHORD 3-4:2-0-14, 1-4:2-0-14. OTHERS 2 X 4 SPF Stud/Std FORCES NOTES 1) Gable requires continuous bottom chord bearing. 2) Gable studs spaced at 24 inches on center. 3) Gable studs exceeding 72 inches length to be laterally braced at midpoint. For studs exposed to wind, see MiTek "Standard Gable End Detail". 4) Studs to be fastened with 2x4 M20 plates. 5) This truss has been designed for a 10.0 p.s.f. bottom chord live load nonconcurrent with any other live loads per Table No. 16-9, UBC -94. LOAD CASE(S) Standard Job Truss L8830 Al Truss Type FINK Qty 5 Ply 1 Sep 2U 84 LBR GJ 3-26-98 MM anderson components, Imdon 4.400 s 19g5-MITeek Industries, n—I c. Mon Marf2712:47:02 1998 Hage 1— 0-a 73-14 14-0-0 20-8-2 26-0-0 29-0.9 In 41-0-0 7-3-14 6-8-2 6-8-2 7-3-14 1-0-0 • 4x4 = 3 5.00 �� 2x40 _ , '_ \\' , 2x40 / cif 7 1- %---- \�'( \C 4 m. \ \\ // Z / j r V T \ ya +P C :'q 8 7 6 `-rf o .5 T 3x4= 3x4 3x4 = = 5x6 = 5x6 = 9-94 16-3-0 28-0-0 1 9-9-0 8-6-1 9-9-0 Plate Offsets (X,Y): [1:0-2-8,0-0-0), [5:0-2-8,0-0-0] LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/defl PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.92 Vert(LL) 0.35 8/7 937 M20(20ga) 149/110 TCDL 10.0 Lumber Increase 1.15 BC 0.90 Vert(TL) 0.53 1/8 625 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(TL) 0.11 5 n/a BCDL 10.0 Code UBC -94 Min Length / LL deft = 240 Weight: 64 (lbs) LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 2-3-12 an center puffin spacing. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied, or 10-00-00 on center bracing. WEBS 2 X 4 SPF Stud/Std Except: 5-6:6-3-0, 1-8:6-3-0. REACTIONS (lbs/size) 1=1753/0-5-8, 5=1753/0-5-8 Max Horz 1=-19(load case 2) Max Uplift 1=-98(load case 4), 5=-98(laad case 4) FORCES TOP CHORD 1-2=-3022, 2-3=-2585, 3-4=-2585, 4-5=-3022 BOT CHORD 5-6=2772, 6-7=1909, 7-8=1909, 1-8=2772 WEBS 2-8=-614, 3-8=812, 3-6=812, 4-6=-614 NOTES 1) This truss has been designed for the wind loads generated by 85.0 m.p.h. winds at 25.0 feet above ground level, using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load, 100.0 miles from hurricane aceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed. 2) This truss has been designed for a 10.0 p.s.f. bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -94. 3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One connector at joint(s) 1, 5. LOAD CASE(S) Standard , Job L8830 Truss Truss Type A2 SCISSOR anderson components, lindon co c1 _ of Y 4x12, Qty Ply 16 1 84 LBR GJ 3-26-98 MM 4.30U s Sep 2U 1993 Mi I ek Industries, Inc. Mon Mar23T2-46TT4 1998 Page 1 5-3-0 9-7-8 14-0-0 18-4-8 22-9-0 28-0-0 29-0-0 5-3-0 4-04 4-44 44-8 4-04 5.3-0 1-0-0 5.00 fit 5x6= 5 avas , 4,---;-: /W��\Ty-3x4 ,:.- ------__>.__ 3x6;3x4o T2i W2 W2- \ 2x4 = = 2x4 2 e �%a4g 8x125/M18= -e1_-.-- \ 71 12 10 3x4 _. 7.7-9 3x4= 2.50[12 140-0 204-7 28-0-0 7-7-9 84.7 6.4-7 7-7-9 Plate Offsets (X,Y): [1:0-2-0,0-0-12],[5:0-0-0,0.1-8],[9:0-2-0,0-0-12], [11:0-0-0,0-3-4j LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) I/deft PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.85 Vert(LL) 0.60 11 555 M20(26ga) 149/110 TCDL 10.0 Lumber Increase 1.15 BC 0.75 Vert(TL) 0.89 11 370 M16(16ga) 139/91 BOLL 0.0 Rep Stress Inc[ YES WB 0.69 Horz(TL) 0.56 9 n/a BCDL 10.0 Code UBC -94 Min Length / LL defl = 240 Weight: 89 (lbs) LUMBER TOP CHORD 2 X 4 SPF 2100F 1.8E BOT CHORD 2 X 4 SPF 2100F 1.8E WEBS 2 X 4 SPF Stud/Std *Except' W1 2 X 4 SPF No.2 REACTIONS (lbs/size) 1=1753/0-5-8, 9=1752/0-5-8 Max Horz 1=-19(load case 2) Max Uplift 1=-98(load case 4), 9=-98(load case 4) BRACING TOP CHORD Sheathed or 2-0-14 on center purlin spacing. BOT CHORD 1-12:6-3-0, 11-12:6-3-0, 10-11:6-3-0, 9-10:6-3-0. FORCES TOP CHORD 1-2=-6004, 2-3=-5511, 3-4=-5511, 4-5=-4052, 5-6=-4052, 6-7=-5511, 7-8=-5511, 8-9=-6004 BOT CHORD 9-10=5589, 10-11=4884, 11-12=4884, 1-12=5589 WEBS 2-12=-401, 4.12=500, 4-11=1077, 5-11=2670, 6-11=-1077, 6-10=500, 8-10=-401 NOTES 1) This truss has been designed for the wind loads generated by 85.0 m.p.h. winds at 25.0 feet above ground level, using 7.0 p.s.f. lop chord dead load and 10.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed. 2) This truss has been designed for a 10.0 p.s.f. bottom chord live load nonconcurrent with any other live loads per Table No. 16-6, UBC -94. 3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One connector at joint(s) 1, 9. LOAD CASE(S) Standard INSPECTION WILL NOT BE MADE UNLESS I THIS CARD IS POSTED ON THE JOB 24HOUPS NOTICE REQUIRED FOR INSPECTIONS HOURS BUILDING PERMIT /^ G RFIELD COUNTY, COLORADO / Date Issue4/3 9 Zoned Area Permit No ✓ 7 /9 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 Inspe3an I IATELY HICOMENU AND VOID. (veil Nir �J4r Use Address eptDesc�tin Owne r Setbacks Front DANContractor testy Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing j , r Foundation ,: /5 v 472-c/3; .4t— . t.: , (3/ `ln) ' C, Underground Plumbing Insulation2 -,2E- 9f A,. Rough Plumbing 22 /s- i tile, , Drywall cP -Q2-- A -No_ Chimney & Vent ,,;- p Electric Final (by State Inspector))/r(c q Gas Piping c ./3 -9/%w,.,_ Final /e. -•- _, Yd' / ;_: Electric Rough (By State Inspector) g ,-- - Septic Final 1; Framing 3Hr;-3.8 kcs.'.c (To include Root in place and Windows • and Doors installed). Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE! t Phone 945-8212 109 8th Street County Courthouse Glenwood Springs, Colorado. I APPROVEDDO NOT DESTROYgTII.IS CARD Dat �(��L,� By .&414 IF PLACED OUTSIDE -COVER WITH CLEAR PLASTIC