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Home My WebLink AboutApplication- PermitNo. 7888 GARFIELD COUNTY BUILDING, SANITATION, and PLANNING DEPARTMENT 109 8th, Street, Suite 303 Glenwood Springs, CO 81601(970) 945-8212 Job Address 415g Lj / .1-11,o7 e-11 GLkAb Nature of Work Building Use of Building cn oar (r tJ') j<oYi contr etor itox) AL 1 JY LoG S Amount ofPermitS 0 -fir?. LOS Date v2 -.,i tt'o`i Clerk GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIEI D COUNTY (GLENWOOD SPRINGS), COLORADO INSPECTION LINE: (970)3 84-5003 PERMIT NO. 7 443/t PARCEL/SCHEDULE NO. TELEPHONE: (970) 9454212 off: 45847 1-441 10 vF, Glenwood *rio Si Cott,. 2r I LOT NO. BLOCK NO. SUBDIVISION/EXERTION 2 le. SH1l VIet-I \ +5B 4n 14LOi (o 92815(0 379 4/027 3 II N ti f►�t j Ammo d i t I ` nt3794026, u..., 4 Kt�rrl AI�/llicu watil 130 ( YE ....,..136 s, ma, 6_ Soya 101 yard it?, la: $ .Q. "a VIVO - dl.tti nR.Q 8 + A c kze S '� > )IO /LOCOS 6 asawae+o A 444 Lorr, of j I& o M r _berg 4 'ik- J 2 bee rO911AS bar P..0 4 / Coe (Vf pi 7 I>. 'mil' WAuc0t3 csON.i co On da.+16e., 1-*% SfrwC-urp, plultAb, 6tectvi.c J/ a. 8 CLAM MUM: OMR 0141MW oAL,>acAnaN NIOVi esneovs 9 OADAOM MOW MOO= m • 10 0OPJVl'NAY?AIQT 1301N ora 11 A O IPOIAL WOO) Qcarslux � p� /� /C� �j. %imam*mom 5 Di OO A.,.. ....:O/t� V A' V ,IJP/ alKIALCON0II1 & NOTICE ' A S6PARA7It ELECTRICAL Pww iir Is REQUIRED AND MUST 166 ISSUED BY 7116 STATE OF 03LORADO. TIES FERMI' BEOOMBS NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COQ WITHIN 180 DAYS, OR IF CONSTRUCTION OR AWOW FTER ISWSUSPENDED OR ABANDONED RK FOR A PERIOD OF Ito DAYS AT ANY TIME HEREBYDATE I CIIRT1WY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW TIB SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OP LAWS CIOVERNING7I88 TYPE OF WORK WEL BE COMPLIED WTIH wenn:. SPECIFIED EIN OK NOT. THE GRANTING OP A PERMIT ES NOT PRESUME TO GIVE 183RDO AvnicRTTY TO VIOLATE OR CANCEL TIE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OK TIE PERFORMANCE OF •' • , •N51.il o , Dite i' l 7-0/ PIANO OK FEE:. .§.07.6.x" PERMITPEE:- ri , a o PERMIT ISSUED: TOTAL FEE: f �`� S l OCC:CRIOUP: w CONST: TYPE: / �. • ZONING SETBACKS: , oen6.ria.a.,t..t ..a . aolio..3wa. 1 J I II6/(� ' j_ /6' 17 HOMEI: 1SDS NO. R TBE; a 163 ..L_► AGREEMENT P8RAI8810N 18 HEREBY GRANTED TO TETE APPLICANT AS OWNER CONTRACTOR AND/OR THE AGENT OF TIM CONTRACTOR OR OWNER TO CONSTRUCT TIM STRUCTURE AS DerAum ON PLANS AND SPECIFICATIONS SIEMITTT3D TO AND REVIEWED BY TIE BUEDD GDBPARTMENT. IN CONSIDERATION OF THE 1$$UANC E OF IBIS PERMTL THE 8ICEMR HEREBY ACTRESS TO COMPLY WITH ALL BUADDIG OODBB AND LANG USE REGULATIONS AUQPIBD BY au.FIBID COUNTY PURSUANT TO AUTHORITY CEVEN LN 30.28.201 CRS AS AMENDED, THE SIGNER FURTHER AGREES THAT IF TILE ABOVE SAID ORDINANCES ARE NCTT FULLY COMPLIED WITH IN THE LOCATION, ERECTION. CONSTRUCTION AND USE OP THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM TIM COUNTY AND THAT THEN AND THERE TT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A�T BASED UPON PIANS. SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT 71111BUILDING OFFICIAL FROM THEREAFTER. REQUIRING TIES CORRECTION OF IN &AID PLANS. SPECIFICATIONS AND OTHER DATA OK FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIO AT ON OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION MITIS EMMEN. T1E REVIEW OF TIE SUBMITTED PLANS AND BPECWICA7TONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OP ANY RESPONSIBILITIES OR LIABIII'T1ES BY GARFIEID COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR -THESE /TERM AND DIPLE NTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITEITHE ARCIIiBCI; DESIGNER, BUDDER AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. C oo3` �C'3, `( I HEREBY ACCNOWLEICM THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. O I11AL1 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 miming water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. A complete bathroom, with wash bowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all 1994 UBC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a final inspection made. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. * * * *CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.0) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATION PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above oonditiom 'or o " i1se. e issuance of a Certificate of Occupancy for the dwelling under builain&permit #` ignature bpcont .0944,(W c9 — g —0/ Date ! ! , 1(534(7 1 1Q-etiA;-/0 co &f Of 1acD X69. v� g) gar). 01:2, 6,0D 45 ufziak ao 0 _Lowed) 517.45 4 INSPECTION WILL NOT BE MADE UNLESS THIS CARD 'IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GA IELD COUNTY, COLORADO Date Issued.1 1Zoned Area iri Permit No.... t-. • . 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 Inspect r and IMMEDIATELY BECOME NULL AND VOID. Use M Address or Legal Description Er1/00104A) t746 Y � � tf's 141 y ,i . a: backs Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD • Footing c.15 1' 1 44. Foundation r -u-c i ` Underground Plumbing Insulation Q •- j , p / Rough Plumbing 9 W-0/ la— — Drywall k .-,v - Fj / N --- -Chimney Chimney & Vent Electric Final (by State Inspector)/(/,? G Gas Piping Q 4..j7. p / �[. ` Final -7-- z3 — 2.7-Ird-- Electric Rough y tate Inspector p Septic Final Framing p � j Notes: (To include of i place and and Doors i stalled). 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. APP OV D DO NOT DESTROY THIS CARD Dat By F ' LACED OUTSIDE - COVER WITH CLEAR PLASTIC 41%%0 pg si,\Uta44P g;,4 ti 41 11111111141111Z a.„4 0/ '4'Zq •4t 11 i%iltRatil4P lz . tikkkkk ("1 ta ;115 ��w 1 Oti 1;i3hi !UM 11 1 sh 44 p` NI 91 GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 109 8th Street Sults 303 Glenwood Springs, Colorado 81801 Phone (303) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY Permit N 216 Assessor's Parcel No. This does not constitute_. This does a building or use permit. Owner's NamilltOyie & Cindy Stil7saan Present Address P.O. Box 984+ New Castle Phone 984-251 System Location Legal Description of Assessor's Parcel No SYSTEM DESIGN 45841 Highway 6 & 24. Canyon Creek, Glenwood Spy f 66 0 Septic Tank Capacity (gallon) Other fry‘-.iw e` Percolation Rate (minuteslinch) Number of Bedrooms�;;__(or other) $ 3 -CAZI. , ? A rb !"? ,� , Z.. ,. y ► tom.0.7; t•735-,...• sr Y 0 <-1144 F ° 2 3 1:36.DnooM S Required Absorption Area - See Attached– Special Setback Requirements: Date Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer Septic Tank Capacity / 16 J 0 Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface Absorption Area 3 Absorption Area Type and/or Manufacturer or Trade Name o_ K. 4 Ari 6) 70 7 1 _A' -/t -Act tee Ort -i604 Adequate compliance with County and State regulations/requirements Other f^ ] Date / 0 I ` 3 Inspector C RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITIONS: 1. All installation must comply with all requirements of thi Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984. • 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs. alters, or Installsan individual sewage disposal system In a manner which involves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense 0500.00 fine — 8 months in Jail or both). Applicant: Green Copy Department: Pink Copy 8 1 CHUCK BOHON P.E. Consulting Engineer OREM, UTAH 84067 STRUCTURAL CALCULATIONS STILLMAN FAMILY. - ADDITION GLENWOOD SPRINGS, COLORADO for MOUNTAIN VALLEY LOG HOMES HEBER CITY, UTAH 11/07/00 i ♦ ee opo, . v° 1/s dp o �: a � s 1 /�/G11%. O°eeaanae�CVw�� r 4 ; CHUCK BOHON P.E. Consulting Engineer OREM, UTAH 84057 STILLMAN FAMILY - ADDITION STRUCTURAL CALCULATIONS DESIGN CRITERIA LOCATION COLORADO UNIFORM BUILDING CODE 1997 EDITION WIND SPEED 80 MPH SEISMIC ZONE 1 GENERAL CONCRETE (@ 28 DAYS) 3000 PSI REINFORCING STEEL ASTM -615 GR 80 SOIL BEARING PRESSURE (ASSUMED) 1500 PSF ROOF LIVE LOAD 30 PSF ROOF DEAD LOAD 20 PSF FLOOR LIVE LOAD 40 PSF FLOOR DEAD LOAD 10 PSF engineering Calculations by Chuck Bohon P.E. page 1 STILLMAN FAMILY - ADDITION GLENWOOD SPRINGS, COLORADO for MOUNTAIN VALLEY LOG HOMES PASTS FOR ANALYSIS SEISMIC ZONE BASIC WIND SPEED WIND EXPOSURE SEISMIC SHEAR BUILDING TYPE HEIGHT Rw DEAD WT SOIL TYPE FLOORS DEAD WT SEISMIC V= CALCULATOR BUILDING HEIGHT WIND SPEED WIND PRESSURE WIND CALC COEFFICIENTS LONG AXIS SHEAR WALL SHORT AXIS SHEAR WALL WIND V= SEISMIC V= 80 MPH B LOG 15.00 FT SEISMIC ZONE 3.00 Z 12000 LB I DEEP CLAY 1 20 PSF Ca = 4320 LB COEFF = 30 FT 60 FT 20 FT 40 FT 9593 LB 4320 LB 15 FT EXPOSURE B 80 MPH 21.3 PSF 333 PLF AT BASE LEVEL Ce Cq 0.76 1.65 1 WIND FORCE 6395 LB SHEAR/FT 107 PLF WIND FORCE 9593 LB SHEAR/FT 240 PLF 1 0.075 1 0.36 0.360 qs RESULTANT 17 21.3 PSF WIND FORCE GOVERNS WALL SHEATHING REQUIREMENT MAIN FLOOR 7/16" O.S.B. OR CDX PLYWOOD W/ 8d NAILS 6" O.C. ON SIDE WALLS OF HOUSE - 6" O.C. ON FRONT & BACK WALLS 12" O.C. IN FIELD. CONTINUOUS SHEATHING UPPER FLOOR ANCHOR BOLTS SIDE (SHORT) WALLS 7/16" O.S.B. OR CDX PLYWOOD W/ 8d NAILS 6" O.C. ON SIDE WALLS OF HOUSE - 6" O.C. ON FRONT & BACK WALLS 12" O.C. IN FIELD. CONTINUOUS SHEATHING LATERAL V= 240 LB/FT LOAD= BOLT SIZE= 518 INCH DIAMETER SPACING= 32 INCHES ON CENTER USE 518 INCH DIA X 10 INCH ANCHOR BOLTS @ 32 INCHES ON CENTER 640 LB/BOLT FRONT LATERAL V= 107 LB/FT LOAD= 284 LB/BOLT & BACK BOLT SIZE= 5/8 INCH DIAMETER LONG WALLS SPACING= 32 INCHES ON CENTER USE 5/8 INCH DIA X 10 INCH ANCHOR BOLTS @ 32 INCHES ON CENTER ON FRONT & BACK WALLS 11/07103 2STILLMAN.wb2 tn6neering Calculations by Chuck Bohon P.E. page 2 FOUNDATION & FOOTING FOOTING 20"x10" WITH 2#4 BARS 3000 PSI CONCRETE REQUIRED FOUNDATION WIDTH 8 INCHES 2#4 AT TOP OF FOUNDATION WALL FULL BASEMENT BAR SIZE #4 GRADE 60 3000 PSI CONCRETE REQUIRED 8 FT. HEIGHT SPACING 18 IN. O.0 HORIZ 16 IN O.C. VERTICAL ALL DIMENSIONAL LUMBER FOR HEADERS TO BE DF -L #2 OR BETTER UNLESS OTHERWISE NOTED. ALL LAMINATED BEAMS TO BE 24F V4 UNLESS OTHERWISE NOTED. ALL LAMINATED VENEER LUMBER TO BE "MICRO:4AM DE 1.8E". WOOD PRODUCT FLOOR JOISTS, IF SPECIFIED, TO BE "TJ1/25", EXCEPT AS NOTED. LUMBER VALUES BASED ON DF -L (1997 UBC AND 1997 NDS) ROOF DIAPHRAGM CALCULATOR FORCE PARALLEL TO LONG AXIS OF ROOF ROOF SPAN LENGTH PITCH WIND MPH EXPOSURE B DEAD LOAD WIND V 30 FT SEISMIC C 0.01 20 FT WEIGHT 12000 LB 4 /12 SEISMIC V 108 LB 80 MPH 20 PSF 1863 LB WIND FORCE GOVERNS SHEAR WALL REACT. 831 LB MAX DIA. SHEAR 28 PLF CHORD FORCE 92 LB 5 PLF PLYWOOD NAILING 8d ( 6IN AT EDGES OF ROOF - SPACE NAILS 12" O.C. ON INTERMEDIATE MEMBERS ROOF DIAPHRAGM CALCULATOR FORCE PARALLEL TO SHORT AXIS OF ROOF ROOF SPAN LENGTH PITCH WIND MPH EXPOSURE B DEAD LOAD WIND V 20 FT SEISMIC C 0.01 30 FT WEIGHT 12000 LB 4 /12 SEISMIC V 108 LB 80 MPH 20 PSF 2217 LB WIND FORCE GOVERNS SHEAR WALL REACT. MAX DIA. SHEAR CHORD FORCE PLYWOOD NAILING AT 4' FROM EDGE OF ROOF - 1109 LB 55 PLF 624 LB 21 PLF 10d @ 4" O.C. 'r*"* USE THIS NAILING PATTERN "*" SPACE NAILS 12" O.C. ON INTERMEDIATE MEMBERS ANCHOR ROOF TRUSSES OR RAFTERS WITH SIMPSON H1 @ ALTERNATE END 11107= 2STILLMAN.wb2 Engineering Calculations by Chuck Bohon P.E. page 3 ROOF RAFTERS MEMBER SIZE BCI 450 1-314x11-718 @ 1S IN O.C. 1 EACH SPAN 18.50 FT 222 IN ROOF LOAD 50 PSF UNIFORM 87 LBIFT 5.56 LB/IN MOMENT 34225 IN -LB 95 PSI MEMBER SIZE BCI 450 1-314x11-718 15% INCREASE HEIGHT 11.875 In WIDTH 1.76 in DELTA 0.53 in U360 - LL SPAN SPACING 16 " O.C. LOAD ' Fv 1 EACH 1800000 158 'in4 fb 1095 psi V. Shear 30 PSI fv 45 PSI ANCHOR RAFTER W/ SIMPSON H1 DEL ALLOW 0.62 IN **DEFLECTION OK** Fb 1450 psi *"FIBER BENDING STRESS OK** **CROSS GRAIN SHEAR OK** "HORIZ SHEAR OK** MAIN FLOOR JOISTS MEMBER SIZE BCI 450 1.314x11.718 @ 24 IN O.C. SPAN 16.00 FT FLOOR LOAD 50 PSF SPACING UNIFORM 100 LB/FT MOMENT 33750 IN -LB MEMBER SIZE BCI 450 1-314x11-718 HEIGHT 11.876 in WIDTH 1.76 in DELTA 0.34 in fb 1080 psi V, Shear 36 PSI fv 54 PSI ANCHOR RAFTER W/ SIMPSON H1 DOOR HEADER MEMBER SIZE SPAN UNIFORM MOMENT NUMBER MEMBER SIZE HEIGHT WIDTH DELTA fb V, Shear fv E DEL ALLOW SPAN 24 " O.C. LOAD ' Fv 1 EACH 1800000 158 'in4 0.50 IN **DEFLECTION OK** Fb 1450 psi **FIBER BENDING STRESS OK"* **CROSS GRAIN SHEAR OK** "*HORIZ SHEAR OK** DF -L #2 2x8 4.50 FT 725 LB/FT 22022 2 DF -L #2 7.26 1.50 0.06 838 75 113 IN -LB EACH 0% INCREASE 2x8 In in 1 EACH 180 IN 8.33 LB/IN 95 PSI 15% INCREASE 2 EACH SPAN 54 LOAD 60.42 Fv 132 U380 - LL IN LB/IN PSI E 1200000 Cf = 1.20 48 'in4 In DEL ALLOW 0.15 IN U360 - LL "'DEFLECTION OK** REPEAT MBR NO psi Fb 990 psi **FIBER BENDING STRESS OKW" PSI '..cROSS GRAIN SHEAR OK** PSI **HORIZ SHEAR OK*" 11 107100 28TJLLMAN.wb2 ✓' a Engineering Calculations by Chuck Bohon R.E. TYPICAL LOG WINDOW HEADER MEMBER SIZE SPAN UNIF LOAD MOMENT TRIAL. SIZE DIAMETER DELTA fb fv (HORIZ) fv (CROSS GRAIN) 8 -IN DIA 6.00 FT 500 LB/FT 27000 IN -LB DF -L #2 8 IN 0.06 IN 455 PSI 45 PSI 30 PSI DF -L #2 1 EACH SPAN LOAD Cf 1 EACH E 1180000 I 211 IN"4 Delt AIIw 0.30 IN ""DEFLECTION OK** Fb 787 PSI *"FIBER BENDING STRESS OK** Fv 85 PS1 "HORIZ SHEAR OK** Fv 520 PSI *"CROSS GRAIN SHEAR OK"* USE AT LEAST ONE CONTINUOUS FULL WALL LOG FOR HEADER 72 IN 41.67 LB/IN 1.18 L/240 page 4 11107100 2ST1LLMAN.wb2 • MECcheck COMPLIANCE REPORT 1995 CABO Model Energy Code MECcheck Software Version 2.07 Release 4 CITY: Glenwood Springs STATE: Colorado HDD: 7313 CONSTRUCTION TY:'E: Single Family DATE: 11-14-200) DATE OF PLANS: 11/14/00 PROJECT INFORMATION: Stillman Family COMPANY INFORMATION: Mountain Valley Log Homes COMPLIANCE: PAS=SES Required UA = 219 Your Home = 221 11.3% Better Thin Code Permit # Checked by/Date Area or Cavity Cont. Glazing/Door Perimeter R -Value R -Value U -Value UA CEILINGS: Stres3-Skin Panels 750 WALLS: Log, 9 inches 1080 BSMT: Conc. 10.)' ht/3.0' bg/10.0' insul 1000 GLAZING: Window3 or Doors 113 38.0 19 0.0 93 4.0 4.0 103 0.050 6 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with :he permit application. The proposed building has been designed to :nee.: the requirements of the 1995 CABO Model Energy Code. Builder/Designee /�.+•� L istA. Date a�U MECcheck INSPECTION CHECKLIST 1995 CABO Model Energy Code MECcheck Software Version 2.07 Release 4 DATE: 11-14-200) Bldg. Dept. Use t 1 CEILINGS: 1. Stress -Skin Panels, R-38 Comments/Location WALLS: 1. Log, 9 inches, R-0 Commmnts/Location BASEMENT WALLS: 1. Conc. 10.0' ht/3.0' bg/10.0' insul, R-4 cavity + R-0 continuous comm-ants/Location WINDOWS AND GLASS DOORS: 1. U -value: 0.05 For windows without labeled U -values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ 1 No Comm.nts Location AIR LEAK3,GE: Joints, penetrations, and all other such openings in the building envelopT that are sources of air leakage must be sealed. Recessed lights must be type IC rated and installed with no penetrations or installed inside an appropriate air -tight assembly with a 0.5" clearanye from combustible materials and 3" clearance from insulation. VAPOR RE!'ARDER: Requirei on the warm -in -winter side of all non -vented framed ceilingi, walls, and floors. MATERIAL.3 IDENTIFICATION: Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R -values and glazing U -values must be clearly marked in the building plans or specifications. DUCT INSULATION: Ducts iti unconditioned spaces must be insulated to R-5. Ducts oitside the building must be insulated to R-8.0. DUCT CON:3TRUCTION: All duc:s must be sealed with mastic and fibrous backing tape. Pressure -sensitive tape may be used for fibrous ducts. Duct tape is not :)ermitted. The HVAC system must provide a means for balanciig air and water systems. TEMPERATJRE CONTROLS: Thermosats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or pooling input to each zone or floor shall be provided. SWIMMING POOLS: All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depLetable sources. Pool pumps require a time clock. HVAC PIPCNG INSULATION: HVAC pining conveying fluids above 120 F or chilled fluids below 53 F must be insulated to the following levels (in.): PIPE SIZES (in.) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" Lowp�essure/temp. 201-250 1.0 1.5 1.5 2.0 Low temperature 120-200 0.5 1.0 1.0 1.5 Steam condensate any 1.0 1.0 1.5 2.0 COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 refrigerant below 40 1.0 1.0 1.5 1.5 CIRCULAT=NG HOT WATER SYSTEMS: Insulate, circulating hot water pipes to the following levels (in.): PIPE SIZES (in.) NON -CIRCULATING 1 CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F): RUNOUTS 0-1" 1 0-1.25" 1.5-2.0" 2.0+" 170-130 0.5 I 1.0 1.5 2.0 140-150 0.5 I 0.5 1.0 1.5 100-130 0.5 1 0.5 0.5 1.0 ----NOTES TO FIELD (Building Department Use Only) • J A GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 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 checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. 1 a January 1, 1999 Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" 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, sheating, house - rap, (which is required), siding or any approved building material. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40# per ft. up to 7,000 F.O.S. and an 80 M.P.H. wind. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. 1. Is a site plan included that indicates the distances of the proposed building or addition to property li , other buildings, setback easements and utility easements? Yes 2. Does the site plan include the location of the I. S.D.S. (Individual Sewage Disposal System) and the distan property lines, wells (on subject property and adjacent properties), streams or er courses? Yes 3. Does the site plagindicate the location and direction of the County or private road accessing the propert Yes 4. Do. the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel i ccordance with the uniform building code or per stamped engineered design? Yes 5. Do the plans in to the location and size of ventilation openings for under floor crawl spaces and t clearances required between wood and earth? Yes 2 6. Do the plans indicate the size and location of ventilation openings for the attic, roofloist spaces's andts? Yes 7. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and ' d loads? Yes 8. Does the plan include a building section drawing indicating foundation, wall, floor and roof construction? Yes 9. Does the buildin:.ection drawing include size and spacing of floor joists, wall studs, ceiling joists, roof r: s or joists or trusses? Yes 10. Does the building section drawing or other detail include the method ofpositive connection of all columns an beams? Yes 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 gra contours? Yes 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 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 14. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping roo s and/or basements comply with the requirements of the Uniform Building Code? Yes No 15. Does the plan incl e a window schedule or other verification that windows provide natural light and vent ion for all habitable rooms? Yes No 3 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 nonnally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify saf glazing for these areas? Yes No 17. Is the location all natural and liquid petroleum gas furnaces, boilers and water heaters indicated o e plan? Yes No 18. Do you unders d that if you are building on a parcel of land created by the exemption process or the bdivision process, are building plans in compliance with all plat notes and/or covenants? Yes i/ No 19. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? If you do not have written permission from the associatio do you understand that the plan check fee will not be refunded should the architectur nunittee deny or reject your building plans? Yes No 20. Will this be t only residential structure on the parcel? Yes No If no -Explain: 21. Have two }'complete sets of construction drawings been submitted with the application? Yes 22. Do you un stand that the minimum size a home can be on a lot is a 20ft. x 20ft.? Yes No 23. Have you desiwa ed or had this plan designed while considering building and other constructio +de requirements? Yes No 24. Does the plan : urately indicate what you intend to construct and what will receive a final inspection b. e Garfield County Building Department? Yes No 25. Do you underst d that approval for design and/or construction changes are requiredprior to the applicaij of these changes? Yes No 4 26. 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 " eptic System" fees required, at the time you pick up your building permit? Yes i No 27. 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. Morning inspections must be called in by 12:00 p.m. the day before; afternoon inspections must be called in by 4:00 p.m. the day b fore. Failure to give twenty-four (24) hour notice for inspections will delay your ' spection one (1) day. Inspections are to be called in to 384-5003. Yes No 28. Are you aware that you are required to call for all inspections required under the Uniform Building Code ' eluding approval on a final inspection prior to receiving a Certificate of Occupancy occupancy of the building? Yes No 29. Are you aware that the person signing the Permit Application, whether the "Owner", "Agent of the Owner", " eral Contractor", "Contractor" or otherwise, is the party responsible for the project co lying with the Uniform Building Code? Yes No 30. 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 a is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes No 31. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time of a cable inspection. Yes No 32. 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 issuance of a building p Your attention in this is appreciated. Yes No 5 I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. Phone: (days); Project Name: Project Address: Notes: 1—/7—off date 371-yoz(0 (evenings) s�� Jent000ly..) GOAD . If you have answered "No" on any of the 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 a permit. If it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, 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, delay in issuance of the permit or delay in proceeding with construction. bpminreq 8/00 6 1 1 i 1994 Building Code Setbacks: 25 feet front and rear and 10 feet on the fides Snowload: 401bs. /sq. ft. up to 7000 feet Seismic: Zone 1 Wmdshear. 80 mph Wind exposure: B Windload: 151bs. /sq. ft. Frost Depth: 36 inches --30 inches from finished grade to top of footing (Liveload is snowload-imposed by snow) GARFIELD COUNTY BUILDING and PLANNING NOTICE OF CLARIFICATION FIRE PROTECTION: It is the interpretation of this department that the provision of UBC Section 302.4, Exception Number 3, also applies to openings for access to attic space above a U occupancy. The access door in the ceiling of a garage must be self closing, tight fitting, solid wood door, 1-3/8ths inches thick, or have a 20 minute fire protection rating or the one hour fire separation wall between the garage and the dwelling must extend above the ceiling, all the way to the roof. ENERGY CONSERVATION Garfield County is enforcing Resolution 96-05 (Chap. 13 Energy Conservation). ➢ 2" x 4" Exterior walls must be supplemented (i.e. Rigid insulation with taped or sealed joints or other approved ways to comply with minimum county insulation requirements: R-19 — Walls; R-29 — Roofs; 1* R-11 — Floors over unheated areas 1* Exception: Insulate foundation to frost line and install vapor barrier on ground surface.