Loading...
HomeMy WebLinkAbout5465 • GARFBD t ! VUMY BUILDING, SANITATION And PLANNING DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 (303) 945-8212 Job Address 0065 County Road .110, Carbondale Nature of Work Building Permit Use of Building Retail & Storage Owner Double R Properties Contractor Echeverria Brothers Amount ofrt. ndlS 1 089.82 Dale ; /, 1-9-9-5 Clcrk Permit: 660.50 Plan : 429.32 Paid $330.85 3 -21 -95 S. Archuleta No. 5465 . BUILDING PERMIT APPLICATION GARFIELD COUNTY / COLORADO • Applicant to complete numbered spaces only. PERMIT NO. 574 PARCEUSCHED NO. JOB/ADDRESS Q 0 6 ,S c'f No 1 LEGAL LOT NO. BLOCK SUBDIVISION DESCR. 2 OWNE4 //Q �,//J • /r✓� � p i \ r rs 2_l...OREssA2e3k / PI /J "GXcy / WK PH .- 3 CONTRACT06,1 Pr �.,� ra ADDRESS / 0 0 ,6 3' / Prl /,q_q(�J! LICENSE NO. , 4 ARCHITECT OR DESIGNER/en ( J ( 5V ,4 ADDRESS/5 / 2I # / /p -, Op A) LICENSE NO. 5 ENGINEEj 6 Ode /o 1' ADDRESS ?O Z Caw, j 5PI-1 / C3,z 3 LICENSE NO. 6 5.F OF BUILDING 5 S F OF LOT 3 T o �O HEIGHT /7 NO. OF FLOORS / 7 USE OF BUILDING •J 444 s, ;An 8 CUSS OF WORK: )(NEW h S�/ t� °ADDI n ALTERATION ` ° REPAIR ° MOVE �p , y ,p 9 DESCRIBE WORK: �OG r- _I 5 Q 4 L/ / f�l , j "(o p f C Ia.i 7 ,& I' 0 i 49 10 GARAGE SINGLE DOUBLE CARPORT SINGLE DOUBLE DRIVEWAY PERMIT ON SITE SEWAGE DISPOSAL PERMIT SITE PLAN f P,9,j S -F 9y 11 VALUATION OF WORK: $ 4 ezro ADJUSTED VAL.$ /OJ 7 7 ' - Pl T ? i n ( IOC, , �I PERMIT FEE ``O ✓ 0 SPECIAL CONDITIONS: `J�' i / y L / � P / J p ( J 1 , Q J � D � I P � 7 r , A r e r o 0 , i t t (q �Q,r� 1 SCHOOL IMPACT F E NO. OF BUILDINGS ON USE OF BUILDINGS NOW A- 44/44,r L 14324 Fe W/ //+U(,/ 1 ,0 196IIN / PARCEL [ PARCEL .0 44 Y� TOTAL FEE /,Oa pQ (• 2 OCC. GR. 5-2 CONST. TYPE�r'� NOTICE - I' irvs p W �" ATER SUPPLY DATE PERMIT ISSUED / 4re SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL. PLUMBING, HEATING, - VENTILATING OR AIR CONDITIONING. SPECIAL APPROVALS REQUIRED RECEIVED NOT REEO THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED I5 ZONING w /'ICJ RE NOT COMMENCED WITHIN 100 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 100 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I IEALTI I DEPT dD .01 MAO „, 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED TFIIS APPLICATION AND KNOW O WleIrol 70 Cite V IT i V 7N - THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES FIRE DEPT. r 0 Re: ari se owr GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED I-� �P��•'�^ J ”' HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE SOIL REPORT AUTHO'ITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOC• / LA ' EGULATI G CONSTRUCTION OR THE PERFORMANCE OF CO 5 R _ ) SETBACKS i_i.. a_ p� Dale /V/ - 's FLOOD HAZARD Signature ofO f, Con °tor u prized age° vin• read - nderslood notic: a..V 3I S S MANUF. I IOME Building Depa p Planning • :parlment Approval /date OTHER 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 ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST. Gartorm.003 1 HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE INITIAL CY Huntingdon Huntingdon Engineering & Environmental, Inc. (Chen- Northern, Inc.) 5080 Road 154 Glenwood Springs CO 81601 Telephone: February 15, 1995 Fax: (303) 945 -2363 RR Properties Attn: Paul Echeverria P.O. Box 1413 Glenwood Springs, Colorado 81602 Subject: Subsoil Study for Foundation Design, Proposed Commercial /Residential Buildings, 0065 County Road 110, Glenwood Springs, Colorado Job No. 4 169 95 Dear Mr. Echeverria: As requested, Huntingdon Engineering & Environmental, Inc. (Chen- Northern, Inc.), performed a subsoil study for design of foundations at the subject site. The study was conducted in accordance with our agreement for geotechnical engineering services to RR Properties, dated February 7, 1995. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Proposed Construction: We understand that the proposed commercial /residential buildings will be constructed in two phases. Phase I will consist of a one -story structure of approximately 3600 square feet. Phase II which will be immediately adjacent to Phase I on the north, will consist of a combined one and two -story structure. Ground floors of both structures are likely to be slab -on- grade. Cut depths of about 4 to 6 feet are assumed. Foundation loadings for this type of construction are assumed to be relatively light. Paved areas are anticipated for the driveway and parking areas. If building conditions or foundation loadings are significantly different from those described above, we should be notified to reevaluate the recommendations presented in this report. Site Conditions: County Road 110 bounds the property on the southeastern and northeastern sides. Highway 82 is located west of the property on the other side of commercial and residential structures. The property is relatively flat with a hill to the east of the property and an approximately 5 -foot elevation drop to the west of the property with an irrigation ditch. Vegetation at the site is minimal with only a lawn covered area surrounding the existing residence on the property. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating two exploratory pits at the approximate locations shown on Fig. 1. The logs of the pits are presented on Fig. 2. The soils exposed in Pit 1 consisted of about 1 foot of topsoil underlain by sandy gravel with cobbles to the pit depth of 5.5 feet. The soil profile at Pit 2 consisted of approximately 2 -feet of man - placed fill underlain by sandy gravel with some silt and cobbles to the pit depth of 5 feet. Results of a gradation analysis performed on a disturbed bulk sample Cp A member of the iHiuJ group of companies Huntingdon RR Properties February 15, 1995 Page 2 of the coarse granular soils (minus 5 -inch fraction) are shown on Fig. 4. Atterberg testing indicated that the finer materials (minus #200 sieve) are primarily silts. Foundation Recommendations: Based on the proposed construction and the subsoil conditions encountered in the test pits, we recommend the structures be founded with spread footings bearing on the natural coarse granular soils below all fill and topsoil. Footings should be designed for an allowable soil bearing pressure of 3000 psf. The footings should have a minimum width of 16 inches for walls and 2 feet for isolated columns. Prior to the footing construction all loose or disturbed soils should be removed and the foundation bearing level extended down to undisturbed natural coarse granular soils. The exposed subgrade should be moistened and compacted to reduce settlement potential. The footings should be provided with adequate soil cover for frost protection. Foundation walls should be designed to span an unsupported length of at least 10 feet. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of 45 for the on -site coarse granular soils and 40 pcf for backfill consisting of imported granular materials. The lateral pressure values assumes no buildup of hydrostatic pressures behind the walls and a horizontal backfill surface. Underdrains should be provided behind foundation walls to prevent buildup of hydrostatic pressures. Surcharge loadings such as from adjacent traffic or an upward sloping backfill should be added to the lateral pressure. values. Wall backfill can consist of the on -site soils, exclusive of topsoil and plus 8 -inch size rock, compacted to at least 90% of the maximum standard Proctor density at a moisture content near optimum. Floor Slabs: Slabs bearing on the existing topsoil and fill at the site have a potential for settlement which could cause distress to the slabs. To reduce the potential for settlement, we recommend all fill and topsoil be removed from beneath slab areas and the grade reestablished with compacted structural fill. The fill material should consist of the on -site soils or a similar granular material, exclusive of topsoil and oversized rock. The fill should be compacted to at least 95 % of the maximum standard Proctor density at a moisture content near optimum. Prior to the fill placement the subgrade should be moistened and compacted to 95 % of the maximum standard Proctor density. To reduce the effects of some differential movement between slabs and foundation walls, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 -inch layer of free- draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2 -inch aggregate with less than 50% passing the No. 4 sieve and less than 2% passing the No. 200 sieve. Underdrain System: Although free water was not encountered during our exploration, it has been our experience in mountainous areas that local perched groundwater may develop during 0 A member of the (HIHI group of companies • • Huntingdon RR Properties February 15, 1995 Page 3 times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below grade construction, such as retaining walls and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. The drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free- draining granular material. The drain should be placed at each level of excavation and at least 1 foot below lowest adjacent finish grade and sloped at a minimum 1% to a suitable gravity outlet. Free - draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least 2 feet deep. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the excavations have been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95 % of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. Free - draining wall backfill should be capped with about 2 feet of the relatively impermeable, fine grained soils to reduce surface water infiltration. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in pavement and walkway areas. A swale may be needed uphill to direct surface runoff around the upslope portion of the building. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. Pavements: We assume that traffic loads will be relatively light and consist primarily of automobiles and occasional trucks. We recommend a minimum pavement section consist of 3 inches of asphaltic concrete placed on 6 inches of aggregate base course (Colorado State Highway Department Class VI Base Specifications). Pavement subgrade should be prepared by removing any topsoil or fill materials and scarifying, moisture - conditioning, and compacting the exposed subgrade to at least 95% of the maximum standard Proctor density at a moisture content near optimum. To reduce the potential for premature pavement distress, it is important that final pavement grades be designed such that ponding on or adjacent to the pavements is avoided. Limitations: This report has been prepared in accordance with generally accepted soil and foundation engineering practices in this area for use by the client for design purposes. The conclusions and recommendations submitted in this report are based upon the data obtained from 0 A member of the [HIHI group of companies • Huntingdon RR Properties February 15, 1995 Page 4 the exploratory pits excavated at the locations indicated on Fig. 1 and the proposed type of construction. The nature and extent of subsurface variations across the site may not become evident until further excavation is performed. If during construction, fill, soil, rock or water conditions appear to be different from those described herein, this office should be advised at once so reevaluation of the recommendations may be made. We recommend on -site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the soil engineer. Sincerely, HUNTINGDON ENGINEERING : VIRONMENTAL, INC. i O�' 1''N AO ; fir0 ^ V i S '' v Jo dy damson, Jr., �.E 2907 c ? 1 /I 91\ z / r '' �: :f Reviewed By: FRC tt I c s* , ' '..,, 0 4 1t% On. ,°1ON" EN s Attachments 0 A member of Ilie (13 i al group of companies r NO T Tp Sc 4 F r Cc/ PHASE 1 ►� PIT 2 q PIT 1 c• 110 Ra c o�N�r 4 169 95 Huntingdon LOCATION OF EXPLORATORY PITS Fig. 1 PIT 1 PIT 2 411 0 F f — — w 1 Disturbed Bulk Sample — w — 1 — 5 Disturbed Bulk Sample +4 =42 5 — 1 _ — - 200 =25 — 2 F LL =24 0_ — — 0 PI =2 — — La — 10 10 — 4 169 95 Thill liOII I LOGS OF EXPLORATORY PITS I FI 2 LEGEND N TOPSOIL k MAN - PLACED FILL SANDY GRAVEL (GM) -with Cobbles, some Silt Medium dense to dense, slightly moist, brown Disturbed Bulk Sample Notes' 1. Exploratory pets were excavated on February 13, 1995 with a rubber tire backhoe. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan (Fig, 1). 3. Elevations of exploratory pits were not measured and logs of exploratory pets are drawn to depth. 4. Exploratory pit locations and elevations should be considered accurate only to the degree Implied by the method used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types, the transitions may be gradual. 6. Groundwater was not encountered in the pits at the time of' excavation. Laboratory Testing Results; +4= Percentage retained on #4 sieve - 200 = Percentage passing No. 200 sieve LL= Liquid Limit ( %) PI= Plasticity Index ( %) - 4 169 95 Huntingdon LEGENDS AND NOTES Fig. 3 1 HYDROMETER ANALYSIS I` SIEVE ANALYSIS TIME READINGS I U 5 STANDARD SERIES t CLEAR $OUARE OPENINGS 211111 7RR '10 I 45 MIN ,5 MIN. 60 MIN 19 MIN 4 MIN. 1 MIN. '203 '100 '50 '40'30 '16 Ili "1 103 / d 1 0 1' 90 1 10 _ C 60 I ' 20 I 7 1 D 11 I V- 1 30 0 0 1 / 4 40 z z w Z w a i . 1 50 ¢ 1 z 1 U ab � I 1 602 1 1 ¢ 30 I 4 I 70 ' 3 I 20 4 I 80 1 1 D 1 1 1 1 ''' � ow wwww �� 7 S. 074 149 297 o. X 1 16 9 w r .1 u � 0 007 00I 005 009 019 0]I ON 149 297 .590 1 19 2.38 1 26 952 191 ]9.1 16 12i ao 42 2 0 152 I DIAMETER OF PARTICLE IN MILLIMETERS SAND GRAVEL CLAY TO SILL FINE I M101UM 100AR5E FINE 1 COARSE COBBLES GRAVEL 42 % SAND 33 % SILT AND CLAY 25 % % .� % LIOUID LIMIT 24 PLASTICITY INDEX L SAMPLE OF sandy gravel some silt FROM Test pit 2 at 3 - 4 feet I HYDROMETER ANALYSIS I SIEVE ANALYSIS 11.41 READINGS US STANDARD SERIES I CLEAR SQUARE OPENINGS 1 211484 7118 'ID _ _ _ _ _ 15 MIN 15 MIN 60 MIN 19 MIN I MIN IMIN '200 '103 50'10 - 30 '16 '9 '4 1 M 1, I'4 3 5 '6 10] 1( ' 93 1 10 1- 1- I 80 I 1 20 I 1 I 70 1 1 1 30 I 0 w� I 40 L i a 1 1 1 w I 50¢ w z a 40 1 1-' 600 P I I 30 1 I 9 . 70 6 20 I 1 60 0 1 I 9 I 1 0 103 001 002 005 009 019 .037 074 .119 291 590 1 19 • 38 4 76 9 57 19 1 38 1 26 6 2 2 121 200 .42 20 152 DIAMETER OF PARTICLE IN MILLIMETERS I CLAY TO SILT FINE ISANM EDNM ICOARSE FINE GRAVEL COARSE ICOBBLES GRAVEL % SAND % SILT AND CLAY % LIOUID LIMIT % PLASTICITY INDEX % SAMPLE OF FROM 4 169 95 Huntingdon GRADATION TEST RESULTS Fig. 4 .. -- - a . .. -. . - .. - : 11'11...d.:::.iiiiiy Bit.i-5 :;:iii,t._44 5: Iisi5iiii4 •. _ ... . _ ::::.'is ., Ti:: ;Ti 'ii r:L5...7 5:50th5iici.ii055iii'S iiitiee Tiiie spi?.s is .t.55,.5:iiii J-2 It :i:ii:Ore.1.11'S.11.,ii.: ,f,..(-07:29 'RC.. D 3.41* 1:::11,..51rAcw.-11 : : at - 4;1;.; v ''' n ;1111:-.:::.,-thi .& !• .., t:17,, ::::_erd-C,b,. IY.:(. r til,...7).:y.i. i .":' 0, :,:i17.. T;:1: .0.: 5, i: i5.. :5:fil:.51[ - ,5 , '5 ... -c;ciripor.: - i.;,1ii i1a 1,,3r ti..,-,:: 4,„.A.Chlis;:ss ,Fi..4is, alo‘s5., as iii0.5.Ci 1:..,, ii5,5„5 3,i,i iiii:5 5. 0:...liiism in 01;.i." a 1..i , . a 5411.51k: :',.1h5.,.::rti.:-, :5., .,A1, , }..., -" 11 /l. i f, 113;11.17.41,C. 1“-! M it.PP. i..i. . )it 'cecteil ra' : er! e'..572 frer.r." 111 a; ' 4.7ce 7 .'..)10(1 1 :31: ,. ..il Lici ale ;_.r...7.“); Iiir.elEie.;11 Mr. 1 :.mbirie-ihi5: .!:: ..,E.41..:s., H.} 1:57052 10,5 : .H. -...a::„7.7 .. ,. “3,C2lie. cif tike N1 11 aiiii 1 ii...:15:i couvt5q. te :ii.vil:th:u j.:. r e4it..kiv: mii. ithh:•.iltriii. lit, al.iA.. i:::•::iic3:::::m: , :i . iiiiid a e-'.V bii ildeell;' i,)f 1100'0X.4,114'F:i7.7 le 'rig it, Lo'hailiii_. ink'. 16.,...:.:c.14;...: :0: 'ic.ii.5: iiiay 3-KN :tit:J.WS fid al: (,:(1.:W /4. 1i..0.1:kib‘-31Shi.cL ; l'4,ir.vil Ma fee-Plit iil a i'ili.. if ei ':ebt ii110 :7,1C.13 .:e■ :eljeaEll:fie !.:L.7h):LlEd- ',.■,f-e:r eillatiO GI _ ±11;!„ r ,:.. ,k.n:d 'ill l ee: ''. P:40 cfre!i=t-, fire is BO ( kiiilitTailf00 tiThi iiiiS prel.)0,',:a; ''14 6' : b:* !m":045 V}F it'd his in f i l ipc1,. -.iv tsi z;:c:-..i..!p:et that ?ill!' - -,.rit.:' 1.?!. I ' i 1 E51jL x1 tO N6 -'"A' aqd VIOL :01,:: ',.!31 ''li' aitocii is cuiresktly leArikY , 1)101p0 alai the.' •-FiSi:?;re 1'1i0P... 1.0.7.1:3;; 61 VOi. It on las:t 1:,1e)Veitibe 0.11 4 CC adJal illi.itr:31k With hille: J.ie., rii.,e pi elijetel '.N.i.g b e :lee e.e,X1, 'Mr.. f. pr: isiiii! is., .5. ;:la :it thar :5:..c: .11 ts 5:5v5:1: Hittlf,t.T,2.:ii: ir: 5y n:All si-,i.:-.....i5-2„:.s. .4,..-, :),Iiii ET“1:a:Cv :iLICHAIG'il :J.11:.1liSe 'I11 ' ii::[; Cal - 2: _.:■(:, at . . 1 . 1 1:: ..- , . . k, - 1 . 1 ,- 1F,L.1q7;: - 0, - .E - ,t l't ,,sid.eii 'Lt:::: VIA GARFIELD COUNTY BUILDING INSPECTION DEPARTMENT 109 8th Street Glenwood Springs, Co. 81601 (303) 945 -8212 Plan Review Correction List Double R Commercial Bldg. Permit # 0065 County Road 110 March 25, 1995 The following comments based on the 1988 edition of the Uniform Building Code shall be resolved prior to the issuance of the building permit. The purpose of this review is to provide for minimum protection of life, limb, health, property, environment and for the safety and welfare of the consumer and general public as regulated by the UBC. 1. Engineer stamps cannot be copied. Provide original engineered plans for approval. 2. Please provide the soils report mentioned on the plans for approval. Sec. 302. 3. Refer to the conditions of permit and redlined plans for other code requirements. ilue-ext 44-Q00 e GARFIELD COUNTY BUILDING AND PLANNING MINIMUM APPLICATION REQUIREMENTS for CONSTRUCTION OF COMMERCIAL OR MULTI - FAMILY RESIDENTIAL BUILDINGS 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. 1 Applicants are required to indicate appropriately and to submit completed check list at time of application for a permit: 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 co Not necessary for this project (2) 2. Are the plans submitted for application construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance only ", "Approval drawings only ", "For permit fiance only" or similar language? Yes ' No (1) Not necessary for this project (2) 3. Does the site plan include the location, including the distances to property lines, wells (on subject property and adjacent properties) , streams or water courses of the I.S.D.S. (Individual Sewage Disposal System) and has the system been designed, stamped and signed by a Colorad .. registered engineer? Yes No ' co Not necessary for this project (2) — 4. Does the site plan indicate the location and direction of the State, County or priva road accessing the property? Yes No co Not necessary for this project (2) 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or stainped engineered design? Yes _v No co Not necessary for this project (2) 6. If the building is a pre- engineered structure, is there a stamped, signed engineers foundation plan for this building? Yes _ ___ No co Not necessary for this project (2) 7. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes No co Not necessary for this project V (2) 8. Do the plans indicate the size an location of ventilation openings for the attic, roof joist spaces and soffits? L/ Yes No u) Not necessary for this project (2) 2 9. Do the plans include design loads as required under the Uniform Building code for roof snow loads, ( a minimum of 40 pounds per square l:pot in Garfield County)? Yes l/ No (L) Not necessary for this project (2) 10. Do the plans include design loads as required for floor loads under Uniform Building Code Section 2304 and Tables 23 -A and 23-13? Yes No (i) Not necessary for this project V (2) k 11. Does the plan include a building section drawing indicating foundation, wall, floo and roof construction? Yes ' No u) Not necessary for this project (2) v 12. Is td speed and exposure design included in the plan? Yes they' No (0 Not necessary for this project (2) 13. Does the building section drawing include size and spacing of floor joists, w 11 studs, ceiling joists, roof rafters or joists or trusses? Yes V No (1) Not necessary for this project (2) 14. Does the building section drawing or other detail include the method of positiv_e of all columns and beams? Yes No ()) Not necessary for this project (2) 15. 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 betwe,..the ridge and the eave down to existing grade contours? Yes r No (n Not necessary for this project (2) 16. 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 ( I ) Not necessary for this project v (2) 17. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code CIj Ater 37? Yes No ()) Not necessary for this project t/ (2) 18. Does the plan include a window schedule or other verification that egress /rescue windows from sleeping rooms and /or basements comply with the requirements of the Uniform Building Code? Yes No (() Not necessary for this project ✓ a) • 19. Does the plan include a window schedule or other verification that 3 windows provide natural light and ventilation for all habitable rooms? Yes No m Not necessary for this project \(__ 20. 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 spe fy safety glazing for these areas? Yes _ No (n Not necessary for this project (2) 21. Do the plans include a complete design for all mechanical systems planned for installation in this building? Yes No ( Not necessary for this project (2) 22. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the Uniform Building Code Table 5 -A) Yes No (1) Not necessary for this project (2) 23. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? Yes No (1) Not necessary for this project A_(2) 24. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes _ No ( 1 ) Not necessary for this project (2) 25. Do the plans indicate the location and dimension of restroom facilities and if more that four employees and both sexes are employed, facilities for bofsexes? Yes gyp'' No (1) Not necessary for this project (2) 26. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes c/ No (1) Not necessary for this project (2) 27. Have two (2) complete sets of constructions drawings been submitted with thejpplication? Yes C/ No n, Not necessary for this project (2) 28. Have you designed or had this plan designed while considering building and othfi construction code requirements? Yes __V__ No (3) 29. Does the plan accurately indicate what you intend to construct and 4 • what will receive a final inspection by the Garfield County Building Depart t? Yes _ No (3) 30. Do you understand that approval for design and /or construction changre required prior to the implementation of these changes? Yes No (3) 31. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit Fee" as well as any "Septic system " fees require , at the time you pick up your building permit? Yes V No 3, 32. 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 byritding? Yes _ No (3) 33. 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 projec omplying with the Uniform Codes ". Yes No (3) I hereby acknowledge that I have read, understand and answered these questions accurately to the best of my ability. / 77TH signature date Phone: f,.Z `�d .±(da `�2, — 7'176 (evenings) Project Name: � �(/b /e. / jr er i es - Z G( Project Address: 0G'C.f C -& / �0 (Refer to notes on next page) 5 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 project" 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 Th 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 - January 1, 1995 6 0 y 0 lecl m 0 w . 0 O �! O .H W d r Q � ' u v CU I) � C 8 0 wr, CU U ' C b O r . 4) ' aJ O iw O ri 0 O O y p U 0 °U S"„ N v o • wl o -4 N o c , a+ ". '" ' � C. o p-1 W M rti ti 'O-' ao O T o m 'm • u • H U 0 } • u cn C.; 5 ° U tt ' at' el CC p j Q Q • i,r o U A 5 % en p • © 0 ell en t . 4 U ° ro a. •, c.) _• b 0 40 tI w , ��� o p a Of) ILI r1) IC wo ° \ a �" HI • b o w 0 4-• > HI pa Inc � p ia w o • o v E s v o 0 • y c ttl . N N C� A N p `H �l 0 3 w ° o x �� %///) ° a N Pi G P o c p u fU p, o ¢ � E- , Q p b u • R O o t+ 'b ` Y.+ A 0 • . A c. ' a c.) it 0 re w o N le) a) � 0 P" 0 , _� O U 0 y a . p . U 0 W � . v ' y w N • x 1:i U • .y C� � . rUi { 0 N • cn E •f U - i 'a± "_' O 0 4 N V] \ 1 �� V W - = s, U e ' O CQ N O R 4-.) O U cr (17 Q O �- z 7a a R t U by K O by U o u 'L3 0 c1 rj o g 5 0 P, at E CI pR " o N • C 1 4 4 O Hi "S .O U 0 M U W F O O is • 0 0 t V CO O 7 5 O u cn 0. "C7 cel • O • u +-' 0 .+ • m U N F �••� 4 0 0 H 7 O GJ y b U O b O U Z o �:� bo N - > o o� o Q w a% • t 7:1 m : y cfc CJ V - 0 bio o 2d �O 0 ,� R' .. > Ll cd o �j O 7 v) M 0 ° r -1 ° o V IS o ° - � c 0 VI ° b C Ste. U m � 0 o cl Ce U q M --� 0 ° CJ tE el O L ' ..--, d U o c it It b Pm P ,� G ° o ben • 14,44 pill ImM U P $ 14 S Ca) Ct CJ � 0 pia v U ° H \ � _ � el d❑ 7 N • ° `i �" col " A G .\`� ci4s1 w 0■ ell ~ v' ° w •N Ile V 0 bf U ' , 1:4 0 0 .+ v o cll ° N + • O 0 a U b . .0 = a, O 0 V W }, \\ 5 7:1 w O A N 4 Q O y 0 V N q u pp P N 0 b0 V ! N V W y a �' R3 0 0 • i 1 m es 14 u c C ' e O .� a� c'' s-i O T ' U ell za`o E �. U 0 W U m 4 00 • / i 0 0 Cal m o -0 to bq W.) 0 o E 0 z, W.) s d vp t ;444 o r) U 10.1 . Q O S Q H o ° h u 4 U 0 O 0 o 'C O .. 1. by U 4_a N 1--In 0 u ' � eh ` ♦♦ -.1- H ,1 o an • i seei 0 co G� ^ 4 121, M .9 Q' W ' m ° I t !d 2 O o 0 \i o m u U • O P. • o . o > G7 • fil �l 1 0 r ° . j v 7 - -La N Ca r.+ Ct a rI 0 5 a ' y r ' , .CC 0 in cn C? '� ° o 0 O > c ) 0 Hi - 0 0 Q � t , o ® U 0 N '. p E �M 0 A °' o r 0 ro ° NO U 'b y u m 0 G ,,.� •ri ^`,, 0 . - . U ° p _ • ZF N R u.p [2 o y Ca rr 0 bl) � 0 . te a ,n 0 V U '0 O o ` p « v o O F N a q t y o a S ~O H 0 q c3 y { a •rl w • as a+ _ ,,4 o .„ a v �O v in o bl) : cr. La 0 Ur)* o H ei a d O t - � u - 7 r . o a' Fa N... o•O.0 N 0 0 o N , a-3 N ....,' P. 0. el ^d yU O N t d ) u V w ,�t p r. 0 U C .Y Piq • 3 o ,-3 y w 0 O U a o U a o • H O x : u r/1 r N 0 C ' � c.• p N a o H� .-0 '0 O Pa U co . o o k •