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HomeMy WebLinkAboutApplication- Permit• 4 GARFIELD COUNTY BUILDING, SANITATION, and PLANNING DEPARTMENT 109 8th, Street, Suite 303 Glenwood Springs, CO 81601(970) 94S-8212 INo. 7614 Jab Address Jam" Q�� 5 —'r a Pt)) ' ) 00 V37 Nature of Work Building Permit Use of Building �� G Owner Contractor olzl.-)E� Amount of Permits •ReC) Dale /3/oc) GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO TELEPHONE: (970)945-8212 INSPECTION LINE: (970)384-5003 PERMIT NO. 71e Ili PARCEUSCHEDULE NO. TOB ADDRESS: 509 '7 Swe et'^F'w a -t r r�o.t d , a y p s u.r-r, , CO 5061'7 1 LOT NO BLOCK NO.SUBDIVISION I"4-* t.}a exe eirk `hrco# 4e A ,A:n-4tcw.__See-i4I�art SS TUIn5h,iJ) 3 2 ow= Coe ra l d Se Y .rad Saar, Me'Derm(,a4l- ADMEN ..R c> . 3.6.14 .2r4 51:z. Vat.t ,Ca SCTroSit rx A 1 -rH CSL l 14.47c, " 3CONTRACTORo w Ne -1r--- ADDRESS ,4`71.-4.1St�.I2116-41a,39 PH. roc No: 4 ARC:MUMKER . �p.rAB W. MbSLAS, lei- ACCRUE I' I .Z04t. CRO Si 1 pSkrn .Cp SICa37 70:4414" (1-103 ND O`t I81 5 6wt�el .LeF+Slut ,5b,Cra+at g4Q .��.� LOTImam "' 35' oases 38' "„n La SOL Cell%I 6 UM OF MELVI ° ices ;el P_tnae... 7 DESCRIBE WORM • h P.. uA? CDns-Ir LLe.+ L Win. 4 - Si n4jit. 41v►1: 19. Ile:• WI e 8 CLAN OF ROM: XNEWDADDMON DALTERATION MOVE o4FHOVE 9 GARA®: MOW XPDOUBLE CAPPDIT: DRDiG$ ODOiEILE 10 aDRNRWAYP J.C1 AOW airs tiarmce DRQAL MEM OIEFAN /� VALUATIONVALUATIONop WOFX 73i 00 ADA�61» YALDAISON:a .3e / J • , -CO T Thr ` ueaAL caIBntaea. SL I 64-CrW/ �S NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUSE BE ISSUED BY THE SPATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 110 DAYS, OR IF CONSTRUCTION OR WORK 18 SUSPENDED OR ABANDONED FOR A PERIOD OF 110 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF NSTRUCTION. 24444 .rt Ib6ate D q PIAN !X33. -r i PERMIT FE14 i ` V y 91 , .S- TOTAL WE DATE PERMIT ISSUED: /' J �{ 2. Ip ` 4 b V OCC: GROUP: CONST: TYPE: 4 U v r ZONING: SETBACKS: , TAgnature of Owner, Contractor or authorized gent and understood bove. �1�'fy ���1^�Planning HOME: `3310 &FEE: %er ISDS NO. / SO. 00 Dept. l� AGREEMENT PERMISSION 1S 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 OP THIS PERMIT, THE SIGNER HEREBY AGREES TO COMPLY WITH AIL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AVIHORTIY GIVEN IN 30.21.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT TP THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, TIM PERMIT MAY THEN BE REVOKED BY NOTICE FROM TIT$ COUNTY AND THAT THEN AND THERE 1T SHALL BECOME NULL AND VOID. THB ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OP ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS IURISDICTION. THE REVIEW OF THE SUBMITTED PIANS 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. Garfarnaoo3 1 Y ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE QNfl1AL) gr 5� The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. A complete bathroom, with 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.O.) 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 conditions for occupancy, use and the issuance of a Certificate of Occupancy for the dwelling under building permit # 041-6v4 Signature Date bpcont • S fto D M 0 p Cnl-r+ 07-4 4?.00 =2o1000,oO 1 G9.00 3G,S70.0 0 e.0o = o o 7gq2.00 / S102{ oo Mor N F;Goo YL Joao LoF�S30 G fkRAMI r a? pm FOu F -f 1D/Cr..L ` 8 e -00 D r Aro t 9..52 11.00 • o (� s coo JL4 -f P�a.w ( 2-33.1( Hr S o s L 0.oc 3 a ,?o.c(G �Cik4R0.10A glaikerr 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 lines, other buildings, setback easements and utility easements? 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), or water courses? 3. Does the site plan indicate the location and direction of the County or private road accessing roperty? Yes 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 5. Do the plans indicate the location and size of ventilation openings for under floor crawl s - s and the clearances required between wood and earth? es 2 '6. 'Do the plans indicate the size and location of ventilation openings for the attic, roofjoist s . - ss and soffits? 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 to • and wind loads? giiP 8. Does the plan include a building section drawing indicating foundation, wall, floor and roof cp. truction? (Yes\ Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joi ts, roof rafters or joists or trusses? esl 10. Does the building section drawing or other detail include the method of positive connection o.ali columns and beams? s 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 g grade contours? e 12. Does the plan include any stove or zero clearance fireplace planned for installation including e and model and Colorado Phase 11 certifications or phase II EPA certification? No �2p Yes 13. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Buil ' ode Chapter 37? Yes /No 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 Yes No 15. Does the plan include a window schedule or other verification that windows provide natural li t and ventilation for all habitable rooms? es ) 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 normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and safety glazing for these areas? No 17. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters ted on the plan? es No 18. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or ts? es 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 association, do you understand that the plan check fee will not be refunded should the arc ectural committee deny or reject your building plans? No Yes 20. � 's be the only residential structure on the parcel? No If no -Explain: 21. Have two (2) complete sets of construction drawings been submitted with the application? 22.D„�ou understand that the minimum size a home can be on a lot is a 20ft. x 20ft.? [Yes) No 23. Have you designed or had this plan designed while considering building and other Lyc nstruction code requirements? es No 24. Does the plan accurately indicate what you intend to construct and what will receive a final toection by the Garfield County Building Department? No 25. Do you understand that approval for design and/or construction changes are required prior tuIle application of these changes? 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 "Septic System" fees required, at the time you pick up your building 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 hi 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 5:00 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will your inspection one (1) day. Inspections are to be called in to 384-5003. No 28. 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 rQ pancy and occupancy of the building? es No 29. Are you aware that the person signing the Permit Application, whether the "Owner", "Agent of the Owner", "General Contractor", "Contractor" or otherwise, is the party responsible for t oject complying with the Uniform Building Code? es 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 one is not necessary? You can contact the Road & Bridge Department at 625-8601. A( f f' t y eh r { r Yes No I hereby acknowledge that I have read, understand and answered these questions to the best of my ability. 5 P -/,a-000 signature date Phone: q70 . if'l b • 1/8/2- (days); 5 C- (evenings) Project Name: Rost 1 JfC6 rF Seo& f I D oT ± frf` FLAT -MPS G*itW MI Project Address: 5017 S w RA ! GyP5wM 1(',0 ( 7) �39 52.5' hi o Lake— v - nrm Luxe - W Mountain 11890 y Lake rr AEKnob Indian Camp Pass ,Tri angle Mountain 10602 . f Dep like. �, cp r 9 45' .pro New Hous Turret Peak 11525 v Turret Johnny Meyers 5097 Sweetwater Sweetwitt j,Cra Creek Meadows Lake Hack Lake Rd )14e Buc ke i•71. Horse Lake ' '1 Tucker Dri +Little Sugarloaf Mountain 988 3ugarlo : ntain 9. iHow ake otsero Wildlife Area ? yTenrlfile Park dilk While Ow! Lake ?. ake ke Palmer Lake (Quartzite Ridge ,,,� Bowe .:•s 39 37.5' " i$,,Coyot aria Park Park , ©indi.n C:ve ca Pre Deep Creek vMonegar Overlook Deep Ho g „d v13umt Ridgeells Creek lafce,..Y. ,....,/$0 6NC.I.E r Colorao 6 ni n Ridge °',.., v.,, '':•,'"o IO Gate \„ Wacky Gulch CU'ft9 ^,, u .. L,yent ulch River * ]oAou ... v 1 olsE 1 . pro — Tree Ridge 133 -17Vin y oinT 1997 Del,orme. Street Atlas USA Hanging vDry Gu, ,. em *Hanging Lake P: Lake shone Gulch R: Slaughter Hollow jhe Eagle Nest 4 J (` Heat Circulating and Radiant f 1 • Standard Fea tures AESTHETICS AND OPERATION • Substantial depth (18") provides a greater visual hearth area and is larger than competitive models available for the same money. • Powder coat finish has a deep, solid luster, the look of meticulous craftsmanship, and is resistant to abuse. • The upper and lower grille panel design on the EC Series improves air flow and fan performance. Fan sound has also been minimized. • Full refractory lining, steel grate and safety fire screen provide a masonry fireplace appearance. INSTALLATION CONVENIENCE • Three firebox opening sizes in either insulated or noninsulated versions give you more options and price selections. • Lockseam construction and single -piece face provides rigid strength. • Dual gas knockouts allow for easy installation of gas log sets and gas log lighters. • Uses economical SL300 air-cooled, snap -lock chimney system for easy, inexpensive installation. SAFETY STANDARDS • UL Listed for assurance of safety and quality. • Heatilator 20 year Buyer Protection Plan. Venting Specifications • `Minimum straight height: 13 feet • `Minimum height with an offset/return: 14 feet, 6 inches • *Maximum height: 90 feet • Maximum chimney length between an offset/return: I2 feet • Maximum unsupported chimney length between an offset/return: 6 feet • '"Minimum height of a double offset/return: 20 feet • Maximum distance between chimney stabilizers: 35 feet • *Maximum straight unsupported chimney height above the firebox: 25 feet • The chimney must be a minimum of 3 feet above the highest point where it passes through the roof line and at least 2 feet higher than any structure with 10 feet. • Only HEATILATOR SL300 air-cooled, snaplock chimney components are approved for use with these fireplaces. 'Measurements represent the distance from the base of the fireplace to the flue outlet. Sidewall/Surround Clearances Sidewalls constructed of combustible material must be located a min- imum of 12" from the fireplace opening. If a decorative surround constructed of combustible material is used, it must be Located within the shaded area indicated in the adjacent figure. Short stub walls are also acceptable if they are contained within the shaded area. Vi> Framing Dimensions ROUGH FRAMING DIMENSIONS • E36 and EC36: width - 42"; height - 401/4"; cavity depth - 231/2 ". • E39 and EC39: width - 45"; height - 401/4"; cavity depth - 231/2". • E42 and EC42: width - 48"; height - 401/4"; cavity depth - 231/2". CLEARANCES TO SURROUND/COMBUSTIBLES • Minimum mantel height - 12" above the fireplace opening. • Minimum clearances: Top of standoffs - 0"; Floor - 0"; Back and sides of fireplace - 1/2" HEARTH EXTENSIONS • For the E36/EC36 and E39/EC39, the area 16" direct! in front f and extending 8" to each o side of the fire- box opening must be protected with a noncombustible hearth extension. • For the E42/EC42 , the area 20" directly in front of and extending 12 ' to each side of the firebox opening must be protected with a noncombustible hearth extension. GENERAL CONSIDERATIONS • The rough framing dimensions shown above represent the distance from stud to stud only and do not take into consideration the addition of sheetroc drywall. • The top header may touch the standoffs, but the dimension shown here allows 1/s" to position fireplace if framing is constructed prior to the placement of the unit. • For best results, do not construct the framing until the unit is in place. • Consult local building codes for Local installations and operational guidelines. Product Dimensions 'wow q : Cu r: Off #y<. e:'. J� roe r��rRR�>...:r':ati r... r• t:ri• � i • riio}.Y• � ii :.. •.«:, ... !1.�]ri!��rii- ;ii :C :::�: y � t ;u+�� � GENERAL CONSIDERATIONS • The rough framing dimensions shown above represent the distance from stud to stud only and do not take into consideration the addition of sheetroc drywall. • The top header may touch the standoffs, but the dimension shown here allows 1/s" to position fireplace if framing is constructed prior to the placement of the unit. • For best results, do not construct the framing until the unit is in place. • Consult local building codes for Local installations and operational guidelines. Product Dimensions 'wow q : Cu r: a: :E.kOC9' } ,.l.:} •i� ,::.•aFF� , '•:.� •. i. y 7.8 688838 838382 038 , 0E58958 8518158 • `'.518313:: 21 01:888188BERE 38E 31$ ; 11 181.,' b v Finishing Materials the Warning: You cannot cover any of the grilles on this unit as this may create a fire hazard. When finishing the E/EC Series, combustible material may be brought up to the sides of the fireplace but must never overlap the black area. The black metal may be covered with noncombustible material only such as marble, tile, stone, etc. • •I '• • Models Available E36 E39 E42 E361 E39I E421 36" radiant 39" radiant 42" radiant 36" insulated, radiant 39" insulated, radiant 42" insulated, radiant Optional Accessories LS/DI•S Gas Log Set Original Bi -fold Glass Doors EC36 EC39 EC42 EC36I EC39I EC42I 36" circulating 39" circulating 42" circulating 36" insulated, circulating 39" insulated, circulating 42" insulated, circulating GL Gas Log Set Classic Cabinet Glass Doors Radiant Unit Perimeter Brass Trim Classic Bi -fold Glass Doors Optional Accessories not pictured: AK14 FK18 BC10 LC36/39/42 Outside air kit Fan kit with electrical junction box Variable speed control for fan Lower hearth cover Fta chile, f iu. i naine in f irepl? ec Heatilator A Division of Hearth Technologies Inc. 1915 W. Saunders Street Mt. Pleasant, Iowa 52641 HEATILATOR is a registered trademark Specifications and options are subject to 800/843-2848 Fax 800/259-1549 http://www.heatilatorcom of Hearth Technologies. change. Available From 72033F 7/99 CG eai 3+-.n�zcb�rt CFX-3 6T 3 6" CERAMIC FIBER TOP VENT GAS FIREPLACE 35 5116 [8 MM] 21 112 [547MM] —i 10 3/4 [273MM] 1 21/16 [53MM] 71/16 [179MM] 1 15116 [48MM] 1 1 17 7/8 [454MM]-A f-- 35 3/4 908MM] 1 18 114 463M/I1] 141/4 •1 MM] 18 314 [476MM] 1/2 [13MM] ` 1 1 ?!2 [37MM] 3 1/16 [77MM] 5 3/16 [132MM] 1- 43 11/16 [1110MM] 34 12 [676M 16 1/4 [412MM] --r 135/8 [345MM 1 [25MM] 30 7 8 85MM) 61 13/1• [1570MM] 18 114 [463MM] 4 c102MM] 1 3/8 [35MM] 1 3/2`916 MM,, 5 3/16[132MM] -1 14 1/4 [361MM] 3 7/8 [99MM] f SPECIFICATIONS CFX-36T HettiModel Fiat Width Rack WW1 Depth Glass G S� BTUInput Actual Frarnig Actual g A 1 Fienig A.Nua1 FYarnig theirs 35 5116 3611!16 35 314 36 314 21 1 f2 36 314 18 3/4 19 314 32 718 x 22 318 60,000 Rcicraace dimensions only. We rec.:aru d menu* ndividual tarts at iu allation. (612)985-6000 HEAT-N-GLO www.heatnglo.com • CFX-DA '36" CERAMIC FIBER DIRECT VENT GAS FIREPLACE M1 CFX-DA Product Direct Vent Unit with Direct Spark Ignition *Available with Direct Spark Ignition Only • Ceramic Fiber Firebox • Six Glowing Ceramic Fiber Logs and New Patent Pending Stainless Steel Pan Burner • 40,000 BTU Input/Hr❑ • Draft Assisted Design Allows up to 90' of Venting and 8 Elbows • Sealed Combustion Chamber • Wall Switch Kit Standard • Optional Front Surrounds 118 LISTED ,Suggested Retail $1,399 Veri4eed- • Enhanced Realism • The Most Realistic Burn Available • Generous Flames & Heat Output • More Installation Opportunities • Works in Negative Pressure Situations & No Cold Drafts • Added Convenience • Recreate the Look & Feel of a Traditional Fireplace • Safety Tested 115/8 [294MM) 381/2 '77MM] 341/2 76MM1 33(8 [86MM] 53/4 [146MM] SPECIFICATIONS Model CFX-DA Height Front Width Back Width Depth Glass Sta BTU Actual Fr rrir 3 Actual Frturtiig Actual Frani Actual Fra nitg Incites 38 1/2 1 39 38 3/4 1 39 3/4 22 1/8 - 39 3/4 19 1/4 20 1/4 34 x 22 1/4 40,000 Reference dirrrsr rs only. We reccrtzrritd rneastrig itdividual tits at iutalktim 4/00 HEAT-N-GLO 01201/4 [514MMJ 36 3/4 (1010M1%]\� A-17 70cceaao-rticea CFX-DA %i ':#. �};'.hS}`'�r 'S St } i3 f # } { ^f•'sr . � fk.,,..‘,1,:'J {' :•. i } 3# $.7, fn$fi.:. lid 3ffiF r x [ s3• rr{r{i�.r �`.:��g���gt��y�yyy�t �. ` 3:5 ` J f. }. �. # yf ♦{fffr.i•s%�) r r °r FS#{ ' :; TYeteRea Termination Kits Twistlock System & x 8 518" Flexible Vent Termination Kit (Includes 30" Flexible DVK-FLEX3-020 Coaxial Vent, Firestops & Vent Termination Cap) 2.10 $134 OVK-01TRD Trapezoid Vent Cap 7 3w-11. 2.10 125 DVK-TVCD Direct Vent Vertical Termination Cap 0.90 85 Components ''.. " ' .),.3, :; ,,tr4 i 'I.; • •Mift • ,;.: ;,.."„., :', • ..-: 0: :. , . :, • . , Of .> , X• • :: ,- ..,,::, , ., - :4- ,, ,,, ,- , :::, , DV -06D 6" Pipe Length (4 to a carton) 0.80 $26 $104 DV -09D 9" Pipe Length (4 to a canon) 120 29 116 DV -12D 12" Length of Double Wail (4 to a carton) 1.60 38 152 DV -12/17D 12"-17" Adjustable Length of Double Wall (4 to a carton) 3.00 53 212 DV -17124D 17"-24Adjustable Length of Double Wall (4 to a carton) 3.60 65 260 DV -36D 36" Length of Double Wall (4 to a carton) 6.80 48 192 DV -48D 48' Length of Double Wall (4 to a carton) 9.20 65 260 DV -45D 45 Degree Elbow (4 to a canon) 3.30 52 208 DV -90D 90 Degree Elbow (4 to a canon) 4.90 55 220 DV-WBD Wall Bracket (4 to a carton) 0.50 16 64 DV-F6D Roof Flashing 0/12-6/12 (6 to a carton) 2.50 41 246 DV-F12D Roof Flashing 7/12-12/12 (6 to a carton) 3.60 63 378 DV -SCD Storm Collar (6 to a carton) 0.30 12 72 DV -FCD Ceiling Firestop (6 to a carton) 0.70 22 132 DV -FWD Wall Firestop (interior and exterior) 0.90 45 N/A DV -RHC Radiant Heat Shield (1 to a carton) 1.00 21 21 DV-1-IPSD Horizontal Pipe Support 0.50 38 152 VPK-DV Vinyl Protector Kit 1.00 28 28 DRC -DV Decorative Rectangular Cover 1.00 28 28 DRC -RADIUS Decorative Radius Cover 1.00 99 99 COOL -ADD "Cool Touch" Cover 1.00 25 25 LDS33 3' x 3' Complete Shroud System 1.00 125 125 LDS46 4' x 6' Complete Shroud System 1.00 195 195 LDSCP-M 40 pc. Shroud Corner Posts for Field Construction 2.00 290 290 CFX-DA 4/00 HEAT-N-GLO A-17 Residence for Jerry Semrod end Susan Ii cDermott 5497 Sweetwater Road, Gypsum, CO FlattopsGateway Ranch, Colorado T4abie 4f Contents for Construction Plans Plan Item Page Number Location Pian 1 Lot Plan 1 Site Plan 1 Specifications 1 Garage Plan 2 Foundation Plan 2 First Floor Fkming Plan 2 Retaining Wall Foundation Detail 2 Pier Foundation De+ai1 2 Typical Perin eter Detail 2 Floor Plan 3 Loft Framing Plan 3 Stair Detail PIS 3 Loft Plan 4 Roof Framing Plan 4 Interior Railing Detail Plan 4 North Elevation 5 East Elevation 5 South Elevation 5 West Elevation 5 Exterior Railing -Detail -5 Window Sch ule 6 Door Schedule 6 Section A -A (South view) 6 Section B -B (West mow) 36 Room Finish chedule 7 Roof Details (Including Ridge Detail and Eave Detail) 7 Section C -C (East view) 7 Roof Plan 7 Interior Election (Master Bedroom) 8 Interior Elevation (Master Bathroom) 8 Interior Elevation (Great Room) 8 Interior Elevation fKi chen) .$ Interior Ele ion (Rear Bathroom) 8 Interior Ele‘+ation (Powder Room) 8 Interior Elevation (Entry) 8 Electrical Plan .(Lefts) .9 f tr t (Garage). 9 Electrical Plan (Main Floor) 9 W.E. MOSCICKI ASSOCIATES, INC. • Consulting Structural Engineers 3786 La Crescenta Ave. • Glendale, CA 91208 • (818) 248-4491 PROJECT; , JOB NO. DES. BY: SHEET DATE: L 4. 4 t0,7"1 SIGNATURE IS VALID ONLY ON PRINTS — A SIGNED COPY IS NOT TO BE REPRODUCED • it4L G41, eAud'sr toi4 ,11R-? Ie.9v 4$.G. Ma arLnorj, ___141t4 p6e.1 riAT 64-rwAT 'PAPAL Cowyzix. 01444,1,12. o.Pox4 &1 4yrotm Co. cvi W.E. MOSCICKI ASSOCIATES, INC. • Consulting Structural Engineers 3786 La Crescents Ave. • Glendale, CA 91208 • (818) 248-4491 PROJECT: . 64011-40c) jai Gia4 JOB NO. - SHEET: A- eo UQ kw(' DES. BY: 71/, DATE: lib cl SIGNATURE IS VALID ONLY ON PRINTS — A SIGNED COPY IS NOT TO BE REPRODUCED Coal: , 10116C# `°11 tan. si 4N1 LA4010 tai roO f.uJ — 1,.5%. lN,AUI: — 4.0 0 s4TA . — 2 .0 ii AAf'S — Z,S til M,sc. — 2.0 0 01'S ,-,- . tID4.4 (go tgli) 6 50.0 0 0,44/111 -f' (r2. 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JOB NO. SHEET: DES. BY: TI, DATE SIGNATURE IS VALID ONLY ON PRINTS -- A SIGNED COPY IS NOT TO BE REPRODUCED foOTit4 Dt.WIN) (60t-Cri)) rtA .5yDi (f h . of •. 4 M. oot I o4.o rst wit Of, 21-'0%2) da" � I b° nhe, inti $.1>o 4 (I` ',) . . 31 C.511. (-0,0 StRt of r4.: 3 .3.11,01k I Oo4 f $f T t �Rt►E- kS f -4- Wl 2 - �� 1�vJ. �� • o4 [ (r#L1pu i �c`# r r- ' 11 to Or ��� 21•GaWtoty lbil .. Ca►rj , frA, kji Z ecwp i•44c,444. '.E MOS,CICKI, ASSOCIATES, INC, 786 LA CRESCENTA AVE.#101 1LENDALE, CA. 91208 11.(818)248-4491 AX(818)248-1867 Title: Se,mrod Res, Descr: Ret,Wafl at bltsement Page l° of Job #: 99170 By:TV. Date: 12/08/99 RetninPro 3.1(c)1993 Fife:RETAINPR.RPF CANTILEVERED RETAINING WALL DESIGN Pg 1 of 2 SOIL DATA Affowabte Bearing Active Lateral EFP ....Slope Active ..Active Press Limit Bkfiff Slope(0=levet)= Passive Lateral Soil Density Soil Ht over Toe ADDED LATERAL 1,500 psf 35.0 psf 0.0 psf N/A psf O .0:1 300 pcf 110.0 pcf 0.0 in LOADS Lateral Load Acting On Stern Above Soil = Add'( Lateral Load = ...height to stop = ...height to start = 0.00 psf O .0 0.00 0.00 Retained Height Waft Ht. above soil = Total' Waft Height = Key Depth = Key Width = Key Dist. to Toe = p(f ft ft WALL 9.00 0.50 9.50 22.00 12.00 2.417 - ---- ADDED VERTICAL LOADS Ax-iat DL on Stem - 300 pf f Axial LL on Stem = 300 plf ..I:cc Left of Stem CL = 0.00 in Surcharge over Toe = 0.0 psf Surcharge over Hee( = 0.0 psf Using Surcharge to resist overturning @ Heel Yes @ Toe •Yes ADJACENT FOOTING Vertical toad = ...Ecc. (Toe side +) _ Footing Width (perp) _ Facie Top Stem to Ftg. CL= Fig. Base Above/Below Soil (+1-) At Wall Face Footing Type & FOOTING DATA ft Toe Width ft Hee( Width ft in Total Width in Thickness ft Pressure @ Toe Pressure l9 Hee( Allowable Press. Eccentricity SUMMARY 0 O .00 O .00 O .00 Plf in ft ft • 0.00 ft . Line 2.42 ft 3.00 ft 5.42 ft = 16.00 in. 1,414 psf Factors of Safety: 283 psf Overturning 1,500 psf Sliding 7,22 in Allowable Shear 1 -Way Shear @ Toe 1 -Way Shear @ Heel Resultant Within Middle Third Note: Pv Not Used for Sail Pres. 2.38 1.52 76.03 23.0 = 13.7 :1 :1 psi psi psi Ftg/Soil Friction Soil @ Toe Not Used Factor of Safety SLIDING CHECK 0,300 Tot Lateral Force*1,5= 0.00 in (-)Passive Pressure = 1.52 (-)Friction Add'f Force Req'd FOOTING DESIGN (Using ACI Factors)---Toe--- ACI 9.1 Pressure = 2,007 Mu - Upward 0 Mu - Downward Mu - Design = One -Way Shear: vu = vn=2(f'c)1/2*,85= Rebar CL To Edge = Depth to steel = Ru = Mu/bd"2 = Min, Rebar Ratio = 0 490 Mu=Stem: 22.97 76.03 3.50 12.00 0.0 0.0018 --Heel-- 401 psf 0 ft-# 0 ft-# 490 ft-# Mu=Stem: 13.75 psi 76.03 psi 2.50 13.00 in 0,0 2,756.3 1,504.2 1,288,1 0.0 f'c = 2,000 psi Fy = 60,000 psi Upward soil pres. used ott heel #4 #5 #6 #7 #8 #9 010 Rebar Choices Toe(bot) @N o t @Not *Not iiNo t @Not @No t @Not Reqd Reqd Reqd Reqd Reqd Reqd Reqd in in in in in in in Heel(top) Not Reqd in Not Reqd in Not Reqd in Not Reqd in Not Reqd in Not Reqd in Not Reqd in ',E', MOSCICKI, ASSOCIATES, INC. Tit (e : Semrod Res . 786 LA CRESCENTA AVE.#101 • Descr: Ret.Wa(( at basement :LENDALE, CA. 91208 Page it of 'H.(818)248-4491 job #: 99170 By:TV. Date: 12/08/99 AX(818)248-1867 RetarnPro 3 1(c.)1993 Fi(e:RETAINPR.RPF -' STEM DESIGN (Va(ues shown for concrete stems have been factored) Pg 2 of 2 - Descending Stem Sections, Highest (0 Left - Stem Construction Data Highest (use columns from (eft to right) DESIGN HT. ABOVE rTG. = 5,33 ft WALL TYPE ABOVE HT. : Masonry Thickness (nominal). = 8,00 in Rebar Size = i # e Rebar Spacing = 24.00 in Rebar Placed at Edge DESIGN DATA fb/Fb + fa/Fa ` = 0.261 Latera( Load @ Design Ht = 236 MOMENT Actua( - 288 A((owab(e = 1,381 SHEAR Actua( = 4.20 A((owab(e = 22.33 Embedment Length Rev'd = 6.00 Wa(( Weight = 78,0 Rebar P(aced at Depth 'd'= 5,25 MASONRY DATA ft—# ft—# ps i psi psf in fpm = 1,500 Fs = 24,000 Grouting Fu(( Specia( Inspection No n : Es / Eni. = 25.78 Short Term Increase = 1.33 CONCRETE DATA f'c = Fy Origin of Force: psi psi psi psi SUMMARY OF FORCES & MOMENTS Overturning Moments -;- Resisting Moments -; ft ft-# # ft ft—# Hee( Active Press, = 1,869 3,44 6,436 Soil over Hee( 2,310 4.25 9,818 Toe Active Press. = -31 0.44 Soil over Toe = 0 0.00 0 Sloped Soil @ Hee( = 0 0.00 0 Adjacent Ftg. Load = 0 0,00 0 0 0,00 0 Surcharge @ Hee( = 0 0,00 0 Surcharge @ Toe = 0 0,00 0 0 0.00 0 Axia( Load on Wal(• = 0 300 2.75 825 Load @ Proj. Wall = 0 0,00 0 Averaged Stern Whs. = 325 2,75 894 Earth Behind Stem - 0 0.00 0 Added Latera( Load = 0 0.00 0 Footing Weight = 1,083 2.71 2,934 Key Weight = 275 2.92 802 Vert. Componant of = 0 0.00 0 Active Press. TOTALS = 1,838 6,423 4,294 15,273 -14 Totals used for Soi( Pressure, Pv Not Included= 4,294 ]5,273 W.E. MOSCICKI ASSOCIATES, INC. • Consulting Structural Engineers 3786 La Crescents Ave. • Glendale, CA 91208 • (818) 2484491 PROJECT: . sem ip l JOB NO. SHEET: Z 00 1.0 VidiA9 DES. BY: DATE: Viol_ SIGNATURE IS VALID ONLY ON PRINTS — A SIGNED COPY IS NOT TO BE REPRODUCED 1LI4 1,oc,4 I a 1 F 4q�r kul4r1 Lht4Q. e,cl. s ee 1. ),31 *Val) `'6 ) (nett. topt,) r,s 1,3 s • NAN," (to no.) s 1.0 �, pi. 0,31)0,1)0L,44/..)0,..21,1114,1 LA) s, 2,640441 )(t1011+" YV2o1V1 \JT$ k ,I V1iV /5(so (44A/z 1 4 1664k 111"0 411 _T g4, 1'4 T441 Mu Pte, w� 2, lost To 04. FF,oma. wr'° - A-. .0 z 2$, 0 4/61, l s.s' + 113) 4't0 1 Pr' 16 )144teD 4)11)011. a/qt.1 /oI ie9,4.4i '4 T4k. 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Sj21lr, • 2. � .0.134,1a Y, a' 1.l €C 1+ 'P''- (44.. w/ ' /4, 60115 5� (-#) Vss44"11 4441,L 7,071441 31244; 5tt. stir ,t s 2Z8 i �?11 s,6 318 J19 I Lz 5011*44- tioThr7;trodtkl ;)--xl.q6' colv61 d z 5661, ; 29ttT S_Ykj 11C -114-111e- tO l 8L.?4' sial:; appt a 1.0/ x,'j2't (?i/• r f 3.G / (.14i' fb $ SP1 fS c, 24 ..i. 154Y/4, elk? INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issue 3o Zoned Area Permit No 7Lt. Y AGREEM ENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. Add s or Legal Descriptio This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing 1..2.-1 _pc) 4s f Qit{5?1 Foundation g...p A,� ‘ T Underground Plumbing <3 _i6,rt,4)_ Ins ulationg-13.. Di L Rough Plumbing o --I -O l 4j, Drywall cr x1_o t CNC" rt)C / Chimney & Vent g ./,0 ,'. Electric Final (by State Inspector) /1//tr Gas Piping ../3 ‹), ILLS_ Final // _21_0 / 11„), Electric Rough (By State Inspector) p / Septic Final J—j J,.. 0/ ii,> r Framing g- i -0/ A -K), W (To include Roof in place and Windows and Doors installed). r Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. 6.003 THIS PERMIT IS NOT TRANSFERABLE Phone 146111! 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVED DO NOT DESTROY THIS CARD Date BY �) . IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC