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HomeMy WebLinkAboutApplication- PermitNo. 6952 GARFIELD COUNTY BUILDING, SANITATION, and PLANNING DEPARTMENT 109 8th, Street, Suite 303 0 05 7 Glenwood Springs, CO 81601(970) 945-8212 Job Address el�561 l� `` 3 C Nature of Work Building Permit Use of Building / LU/ G411)nd � Owner o /, )Y‘ ' .. auR Contractor p .[ZQ /411,d Com. 023 /qq,g Amount of Permit$ Date Clerk GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (GLENWOOD SPRINGS), COLORADO 4 TINE: (970) 9454212 Applicant to complete numbered spaces only. INSPECTION LINE: (970) 945-9159 Cir PERMIT NO. PARCEL/SCHEDULE NO. JOB ADDRESS: ! \ --6C' ( ) f 1 IAT NO. BLOCK NO. SUBDIVISION ON 2 . OWNER ,�<, , 41h.. r4n e. t -C61/ �2.0 iC.4t,, :env, • �,,F/- Pl6't PR W� 70 --Z2 3 CONIIaACIi1A �GS �hl/r?s RE88 F ADDmoo, Qo�'�'7 �% �/S Z PH: LIC. NO: 4 ARCHIfEY'r/ENOnJFP1l 44,7 ADDRESS •-h..2 Pit LIC NO: 5 SQ. FI: OF BUILDING/ 2U/ /. . // /GJJ /C jo SQ. F1: DFI,o7' {.-+ JL} % C53 (l/ HEIGHT .23 I No. or moors 6 i1SE or WELDING 7 / DESCRIBE DESCRIBEW CETD _ <.;7k) 'tet/f L% -.,4— 8 CLASS OF WORLD all. OALTERATION =MOVE 9REMOVE 9 GAY oRING.E oDOUBLE CARPORT: DRINOLE MsoIMIE 10 ❑DRIVEWAY PERMIT4e 7"RDISPOSALP SEWAGE DISPOSAL (SEPTIC) DUCE PLAN VALUATION OF WOHIC S ADMITTED VALOAIION:1 j 76 ,q 6, y o l SPEIIAL CONDITIONS: NOTICE A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLOADO. R THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORTZRD I5 NOT COMMENCED WITHIN 110 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF ISO 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,-� CONSTRUCII o 7 �srr>,ti.�J ‘4- r- Date / c 7'2 �9� PLAN CHECK FEE: ] % f 1c�ZeiY PERMIT FEE: 7, !,.2 / 7 .,,j--C- TOTAL FEE: DATE PERMIT ISSUED: ` •S �y� ..2f� fr / OCC: GROUP. CONST: TYPE: =" " Yj ZONING T:4 SETBACKS: 7^ /j I �` �� E/ Signature of Owner, Contractor or authorized agent ? -. _. read and e , above. -. • u, a / . . r .A-!II�/t. f ' 1 i,�za Vii/,�i . - HOME: ISDS NO. & FEE: /� r1 f r (�''r i� Building Dept. Appiov.1/D - V ' ]ening a ... AP, . ., 1 - AGREEMENT PERMIS SION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR ANDJOR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SuMITTED TO AND REVIEWED BY THE BUILDINGDEPARTMENT. 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 30.21101 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. 3o5( Sr THE IS SUANCE 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 FRO PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN I 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 ACLEPIANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFIC AI�,. WITH THE ARCHITECT, DESIGNER, BUILDER AND OWNER COMMENTS ARE INTENDED TO BE CONSERVATIVE AND TN SUPPORT OF THE OWNERS INTEREST. GarC Do3 ;�2I HE Y ACKNOV1jLFDGE [AT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. Qv7TIALL ili.,(,),--1 9 (5t 11 n -� 11(:11--z.,.' 1���� � „ The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector. 2. A permanent address assigned by the Garfield County Building Department posted where -, it is readily visible from an 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, 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 & cold running water, all floors and walls finished and a privacy door. 5. All steps inside or outside over three (3) steps must have handrails. All balconies or decks over 30" high mush have guardrails constructed to meet 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 * *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 us,. andtheissuance of a Certificate of Occupancy for the dwelling under building permit # Signature Date c:/cbw/final.wpd coin-tr coPt- PAlit 4 /4979,a CR. 32a o )1i b AIJ-r )e r. 4'4 le i..2,-, r :-.,,.„.....„...-,,• °! ,a _.N#:.., sem., 1, GARFIELD COUNTY BUILDING INSPECTION DEPARTMENT 109 8th Street Glenwood Springs, Co. 81601 (970) 945-8212 Plan Review Correction List Johnson Residence CR 320 Rifle, Co. October 24, 1998 The following comments based on the 1994 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. The windows on the plans are not specified. They appear to be slide by or casement type windows on the elevations. The plans were reviewed for these type windows for light, ventilation and egress compliance. Specify the types of windows to be used. Sec. 310.4, 1203. 2. The site plan provided is for the ISDS and is not to scale. The house appears to be setback from the property lines far enough so that non rated walls and openings are permitted. Provide distances to property lines from the house and/or a to scale site plan as required. Sec. 106. 3. Provide the porch and deck foundation and framing plans, details and specifications for approval. Sec. 106, 1806, 4, Plans show a Versa Lam floor beam and TJI joists. Versa Lams do not appear to be manufactured by TJI. Parallams and micro lams are manufactured TJI. Verify the type of beam to be used, The 5 3 x 11 7/8 floor beam also appears to exceed allowable spans. Provide engineering, justifying calculations or a revised plan for approval. Verify whether TJI is the manufacturer of the floor joists to be used. 5. Specify the size grade and species for all exterior headers over 4 feet in length. Sec. 2326. 6. Specify the grade and species of all structural solid sawn lumber. Sec. -106-, 2305, 2326 7. Refer to the conditions of permit and redlined plans for other code requirements. �zl9 fFtC 2- 4-6(.' LA•ev4,+ 0--{, .mane- erA40.404-10-F (r / . 2(44ff -) 61,--19-)X -d--77)0;=,) 20' 16'x20' mud room eat-- s WA -Ai - V citoce. 2030 ` f P_ Ls � c 6' -7v ,14.66470 /;l;,.7/3 l 2% lief 9-fix-r3,/elff i N Pia -4C 16 ,, /Arc) asq. +mil 22' 4-" t2040 / tempered 068 glass 4040 dining room 6040 kitchen vaulted ceiling \ covered deckl0'x30' 4040 living room 6040 4040' V 12'x12' 2nd bed 6068 bifold 86 stairs �r- tub sho 0 668 a 4068 e > bifold X00 > 4068 bifold 10'x12' > 3rd bed J I I 4040 6 C 24 10' 3030' bath mstr 6' — a n 46 Q it 14' attic acce s 30' 3040 mstr bed 16'x l 6' 404a 16' 18' 4' Pam C G /a°0/ r .. x -Yet 12' 50' 16' bervQ.. AYinn 0-0A), SpA OVERACKER RESIDENCE MAIN FLOOR ELEVATION ABOVE UNFINISHED BASEMENT SCALE 18"=1' LIVING SPACE SQ, FT. 1820' ki (vA7 .6- 7`o 4(4-;.c1 r /44l1' fl/ Fede1. AF air -CC t: Alio-0444"e-s- ori sem, ./ f ris 74°""a- j g-4/ 446 ir2/C co0. 444.77,,044-LFG v rsl E yv /02 S6C../a03. Y 73 N Pr/2ct_r. S 0 is f 'ec.- 3th` @-/4) /01v jf /0. C6_) ,us' !P' ‹seC be frt- . 6.4,c-3/) A 23' P404 -“Of 2r i i -ea GY.44.4 0 r- f3S rr-tom lr .$� g See', ( P Cr - -3 ) lam- /n t'i._ r a(ccs /rr� 'u /A �%. sic l0 (sy 50 North Elevation scale 118" =1' apt -FP -1 rticeTi4"c'&- f J 7?F Z . \V fistiv�(ae- sC,pt.E /4)6 s s03. -' /7_41Jet, $ie/ 190614e 4wf-W_ e9 -W47 4 • 22' 50' 20' 00 covered deck south elevation scale 1/8" =1' TM -co A -u_ , 5 0atY /OW s"7z�s / ( .sizer, 44c5,:fieoe,) 571,K /ire/ r s, ileaGr/w/6- 040i40- 10' j AOre /V 1// ,,,,,,„4;,_ C/1/4- /' //4.-49 e 2__ s - t -g) 30' grade 46' 16' west elevation scale 1'8"=1' 12 41 metal roof 5/8" sheeting w/clips 3032.011;00010.°11111111.1 0# f- manfac ured truss 45 lbs- 2' o.c 1x6 facia 3/8 soffit vented uss c ip _Twat, n7,Qrui- Sc M. i -t42 CA77. le 4.' raw c -C410, 57*6 r FOY --` x r 16.) :. ) p-pW65.0 Pt s9 r Cetif 3 5) R-30 Insulation Attic 1/2" sheeting body wrap 1x8" lap siding csu-u. 0,434711 , 6444_162.- egg, 116�,2, Cu c 2) Vii"" wnnr! tn.-dirf 2x6 treated sill plate R-19 insulation 5/8" shee •atv� 1/2" sheetrock can.i�os��z 2/6" stud wall 16" 0.0 Ci 6_ }'i (141F-14) • J(P' At -fig , * k- r- - sx� C wF—► ) 3/4" t&g flooring/tile I6ty Pea-- rtc� t L '"r 3� 117/8" tji 1 Fila 10" anchor bolts . 3-#4 rebar e ti e 144 ..5; Cir--/o) 2-#4 rebar 8"x 96" concrete stem wall #4 bar horz. 18" O.C. #4 bar vert. 18" O.C. 10"x16" 16" footer ,a‘ .e6 /'f/t /a a v{61/f--/-7. Wall section Scale 1 /4"=1 " �rtufi MY'? fe 4710114-1 e 14a LI 1 /2' "x 1 1 7/8" beam "'s cur-- kor-ies4 jack post anchored to beam 147 u v: /c C c/F'--3(1) 4014' � � � •'"•4 d W. ).26) 2'x2'x1O" pad 2-#4 rebar crossed ree 4-, v, NOt 46' r <A C fey - 20' c ncrete slab over 4" gravel bed heated floor 6" below main floor level 22' / &cant -- per— co • `1 18' teliteAr-i .� rbc. `) miz Ae, r /r.1L 7i' rirsq frt/Wav, ty- l ��,� eLrr.-1 ., t f�E, ({moo 2'x2 versalarn beam ' 2. c -s7.-14e. q) 1/2"xh1. 7 s P15ctPf "vr2-- Tv 16' u 16' ems, 16' Azov Via se s4rFrv5 ifr- Of -7 6v -/g) 50' Foundation Plan Scale 1/8".1' note footings 16"x10" 2 #4 rebar 15' 0' 15' P wg- o AoWiencrdno rer4 yr note walls- main house 8"w x96"h 3#4 bar 18" O.C. mud room 8"w x 36" h 2#4 bar 1 e. top, bottom all walls- vertical rods #4 bar 18" o.c. /4~e /4y4A., C%i • 5'r '.irlee r tfGfr GewC,ilcry' % � 5 _ Gjiarj N, gl r/5 Job Address: CR 320, Rifle, Co. Owner: Dave & Anna Johnson Phone: 970-625-2251 Occupancy Classification: R-3 Floor Area: 3320 sq. ft. BUILDING PERMIT CONDITIONS LIST 1994 UNIFORM BUILDING CODE Date: 10/24/98 Contractor: Owner Type of Construction: V -N Number of Stories: 1 + unfinished basement Valuation: $ 176,720.00 The following conditions are based on the 1994 edition of the Uniform Building Code. The approval of plans and specifications does not permit the violation of any section of the Uniform Building Code or any federal, state or local regulations. These conditions are part of the Building Permit and must be met prior to issuance of a Certificate of Occupancy. Any and all deviations from the original plans and specifications approved by the Building Department shall be submitted to the Building Department for approval prior to installation. The purpose of this review is to provide for minimum protection of life, limb, health, property, environment and for the safety and welfare ofthe consumer and general public as regulated by the Uniform Building Code, Uniform Plumbing and Mechanical Code. GENERAL CONDITIONS G-7 The approved plans and the Building Permit are to be kept on the site during construction. The approved plans must be available for reference during inspections. Section 106.4.2. 0-8 Approved numbers or addresses should be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Section 502. ELECTRIC E-3 Contact State Electrical Inspector for requirements for an electrical permit. SITE S-4 Notify all utilities for line locations and approval prior to beginning any excavation on site. (Electric, Water/Wastewater, Rocky Mountain Natural Gas, Telephone, etc.) LOCATION ONPROPERTY - EXTERIOR WALL PROTECTION LP -6 Exteriorwalls within 3 feet of property lines should be of one- hour construction. Section 503, Table 5-A. 1 LP,8 Openings in exterior (court) walls within 3 feet of property lines should should not be permitted. Section 503 Table '5-A) LP -15 Provide a to scale site plan for approval prior to excavation. Section 106. Group t Occupancies R-4 Basements in dwelling units and every sleeping room below the fourth story should have at least one openable window or exterior door conforming to Section 310.4 for emergency escape or rescue which should open directly into a public street, public alley, yard or exit court. Section 310.4. R-5 Egress window specifications of Sec. 310.4 are as follows. Maximum sill height above finish floor: 44 inches Minimum net clear opening width: 20 inches Minimum net clear opening height: 24 inches Minimum net clear opening: 5.7 sq. ft. A minimum of 20" wide x 41" high or 34" wide x 24" high is needed to achieve the required 5.7 sq. ft. Window wells shall be provided per Section 310.4, Items 1 and 2. R-14 Every dwelling unit and guest room shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees Fahrenheit at a point 3 feet above the floor in all habitable rooms, Section 310.11. R-18 Provide smoke detector(s) in accordance with Section 310.9 of the UBC. One smoke detector is required on each level, in halls outside bedrooms, in vaulted ceiling areas and in each sleeping room. Alarm shall be interconnected, if necessary so that alarm is audible in the sleeping areas of the dwelling unit See Section 3I0. 9.1.4 and Section 310.9,1.5 for other required locations. R-22 Provide natural light and ventilation to all habitable rooms per Section 1203. FIRE-RESISTIY' CONSTRUCTION FR -15 If enclosed usable space is provided under interior stairways the walls & soffits should be protected on the enclosed side as required for one-hour fire -resistive construction. Section 1006.12. FR -21 Fire blocks should be provided in accordance with Section 708.1 and 708,2 FR -23 Draft stops should be provided in accordance with Section 708.3 and 708.4. FR. -26 The interior wall and ceiling finishes should comply with Section 804, Tables 8-A and B. Sanitation SA -4 Shower stall walls should be finished with a hard, nonabsorbent surface to a height of 70 inches above the drain inlet. Section 807. ruing Requirements X-18 Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort, (See Section 1004.3 UBC.) X-27 Landings at doors shall comply with Section 1004.3 UBC. In single-family dwellings, duplexes, lodging houses 2 • • and U occupancies, the landing or top step may be 8 inches maximum below the floor level, provided the door does not swing over the landing. X-35 ., Risers on stairways should not be less than 4 inches or exceed 8 inches, and runs should not be less than 9 inches, Section 10063. X-36 Stairways and handrails shall comply with Section 1006 of the UBC. X-39 Handrails projecting from a wall should have a space of not less than 1112 inches (38 mm) between the wall and the handrail. Section 1006.9. X-40 The handgrip portion of handrails should not be less than 1114 inches (32 mm) or more than 2 inches (51 mm) in cross-sectional dimension or the shape should provide an equivalent gripping surface. The handgrip portion should have a smooth surface with no sharp corners. Section 1006.9. X-42 The top of handrails should be placed not Iess than 34 inches or more than 38 inches above the nosing of treads. Section 1006.9. X-45 Handrails should have their ends returned or should terminate in newel posts or safety terminals. Section 1006.9. X-47 Guardrails for stairs, balconies and landings should conform with Section 509. Note that maximum clearance between intermediate rails should be 4 inches and guardrail height should be at least 36 inches. Section 509. X-49 A minimum headroom clearance for stairways of not less than 6 feet 8 inches should be specified on the plans. Section 1006.9. X-60 Exits should be illuminated to comply with Section 1012, Structural Requirements ST -1,4 Provide structural details or manufacturers' specifications as noted on submitted plans or as listed below as per Section 106: 2) porchldeck foundation and framing 4) versa lam floor beams 7) headers ST -16 Buildings and structures should be designed for a minimum 40 psf snow load. Section 1605.4. ST -39 Specify the grade and species of all horizontal and vertical framing lumber for approval prior to installation. Sections 106.3 and 2305. Foundation FN -4 Minimum reinforcement must be provided in the foundation walls in accordance with Section 1914.3 of the U.B.C. unless structural analysis by a qualified engineer shows that it is not necessary. Vertical and horizontal reinforcement for concrete shall not be spaced farther apart than 3 times the wall thickness, nor 18 inches. FN -8 The manufacturer of concrete shall furnish to the purchaser a delivery ticket with each batch of concrete before unloading at site providing the information specified in Section -1905 UBC Standards. These tickets shall be saved and available for review by the Building Official. FN -10 Basement walls below finished grade are required to be damp -proofed, Section 1402.4 UBC. 3 FNr1,1 Provisions shall be made for the control and drainage of surface water around buildings, Section 1804.7 UBC. FN-13 Provide minimum concrete strength for all residential concrete per Section 1928. Verify minimum requirements with structural engineer prior to installation, FN-14 Foundations supporting exterior decks shall extend below frost line, Section 1806.1 UBC. FN-22 Soils classification and analysis by a qualified and licensed soils engineer may be required by the building official, Section 1804,1. FN-23 Foundation shall extend below the frost line. Section 1806.1. FN-35 Anchor bolts shall comply with Section 1806.6, UBC. EN-47 Provide minimum slab thickness per Sec, 1924. Wood Framing WF-4 Truss details from the manufacturer should be provided. NOTE_ Ali pre-engineered roof and floor trusses should bear the stamp of a 3rd party inspector or agency. The plans should include the design load and bracing details. WF-13 Lateral bracing should be provided in accordance with Section 2326.11.3 WF-14 Roof rafters and ceiling joists shall be supported laterally to prevent rotation and lateral displacement when required by 2317. Roof trusses shall be supported laterally at points of bearing to prevent rotation and lateral displacement. (Sec. 2317 UBC). WF-19 Wood stud size, spacing and maximum height should comply with Section 2326.11.1, Table 23-1-R-3 or calculations justifying studs should be submitted. WF-21 Installation of TJIts and micro lams must comply with N.E.R. 119_ Manufacturer's requirements for boring holes and cutting ofjoist must be followed. (i.e., flanges must never be cut or notched, etc.) WF-22 Lumber beams, rafters, trusses and joists shall be supported laterally over beams and points of bearing with solid blocking, Bridging or solid blocking shall be installed at intervals not exceeding 8 feet when the ratio of depth to thickness exceeds 5 to 1 (i.e,, 2 x 10), Sections 2326.8.6 abd 2326.11.2 UBC. WF-38 Provide double top plates on wood framed walls. Section 2326.11 WF-39 Provide roof (and floor) sheathing per Section 2305, 2322, and 2326, and Tables 23-I-R-I, 23-I-R-2, 23-I-S-1 and/or 23-1-T-1. WF-42 Specify the size, grade and species for all exterior headers over 4 feet. Section 2326.11.6. WF-45 Install BCI joists and beams per manufacturers' specifications and approved listings, Exterior Wall WL-2 Provide weather-resistive barriers for exterior wall coverings as required by Section 1402.1. WL-I5 Provide flashing for all exterior openings per Section M02.2. 4 WL -17 Install wood siding, shingles, shakes, and other wood finishes per Sections 1401 and 2320. WL -£8 Install vinyl siding per Section 1404. RF -8 Ventilation is required in attics and enclosed rafter spaces. Enclosed attics and enclosed rafter spaces formed where ceilings are applied direct to the underside of roof rafters shall have cross ventilation for each separate space by ventilating openings protected against the entrance of rain and snow. The net free ventilating area shall be not less than 1/150 of the area of the space ventilated, except that the area may be 1/300, provided at least 50 percent of the required ventilating area is provided by ventilators located in the upper portion of the space to be ventilated at least three feet above eave or cornice vents, with the balance of the .required ventilation provided by eave or cornice vents. Th)Copenings shall be covered with corrosion -resistant metal mesh openings of 1/4 in dimension (Section 1505.3 RF -3 1 Install metal roof per Chapter 1507.S UBC, manufacturers' specifications, and approved listings Materials & Insulation MI -2 Foam plastic insulation should comply with Section 2602. MI -12 Water-resistant gypsum backing board should not be used in the following locations (Section 2512): Over a vapor retarder. b. In areas subject to continuous high humidity. c. On ceilings. MI -16 Prefabricated construction shall comply with Section 1704. Glass & lazing GG -3 Doors and panels of shower and bathtub enclosures and adjacent wall openings within 60 inches above a standing surface and drain inlet should be fully tempered, laminated safety glass or approved plastic and should comply with Section 2406. GG -4 Safety glazing should be provided at hazardous Iocations. Section 2406. UNIFORM PLUMBING CODE PL -2 Plumbing and mechanical must comply with the 1994 Uniform Plumbing Code (UPC) and the Uniform Mechanical Code (UMC), UNIFORMMECHANICAL CODE' M-1 Gas furnace or boiler, hot water heater and gas fireplace shall comply with the 1994 UPC and the UMC. (i.e., combustion air, installation, clearances, access, venting, gas line sizing, etc.) Plans were not submitted for review. 5 /i(Aa'1# f4 s', ".__ 30 0 ` ® 1A3, 0 ,P.._ , ...-3 6 Com iS, © ;127.2,45-- ,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 ofa permit it is important that complete information be provided. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. If you do not, it may be helpful to obtain a book titled "Dwelling Construction under the Uniform Building Code". This book is available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following check list prior to and during design. Applicants are required to indicate appropriately and to submit the completed check list at time of application for a permit. I . Is a site plan included that indicates the distances of the proposed building or addition to property lines, o r -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 distances to property lines, wells (on subject property and adjacent properties), streams or water _ courses? Yes 3 Does the site plan indicate the location and direction of the County or private road accessing the prope yet ?� 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 design? Yes 5 Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes 6. Do the plans indicate the size and location of ventilation openings for the attic, roofjoist spacessa sl offits? Yes 7. Do the plans include design loads as required under the Uniform Building Code for roof snow loads, (a minimum of 40 pounds per square foot in Garfield County), floor loads and wind load: Yes 8. Does the plan include a building section drawing indicating foundation, wall, floor and roof construction?/ Yes �/ 9. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof ra$,ers or joists or trusses? Yes 10. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes t� 2 11. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave down to existing gr a contours? Yes 12. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado P se 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 C er 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 Code? Yes No 15. Does the plan include a window schedule or other verification that windows provide natural light and ventila 'on for all habitable rooms? Yes No 16. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify .afety glazing for these areas? Yes No 17. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on t plan? Yes 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 covenants? Yes ✓ 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 architectural cottee deny or reject your building plans? Yes !— No 3 20. Will this be the o y residential structure on the parcel? Yes No If no -Explain: 21. Have two (2) complete sets of construction drawings been submitted with the application? Yes 22. Is this an application for the placement of anufactured home? Yes No . If yes, have you specified the size of the unit (min. 20ft. x 20ft.); live roof load (min. 40#); wind design (min. wind speed of 80 mph & 151b. wind load); foundation design; method of anchoring? Yes 23. Have you designed or had this plan designed while considering building and other construction code.requirements? Yes No 24. Does the plan accurately indicate what you intend to construct and what will receive a final inspection b e Garfield County Building Department? Yes No 25. Do you understand that approval for design and/or construction changes are required prior to the appli�_of these changes? Yes No 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 permit? Yes 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 5:00 p.m. the day before. Failure to give twenty four (24) hour notice for inspections will, delay youj:_pi sOection one (1) day. Inspections are to be called in to 945-9159. Yes 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 Occupanor)nd occupancy of the building? Yes No 4 29.. Are you aware that the Aperson usigniinng�the-Permit Application, whether�}�the "Owner", ner", " A gent ofthe Owner", "General al Contractor„, "Contractor', or otherwise, is the party responsible for the project complying with the Uniform Building Code? Yes No A-E ), ��e,YC. Fd j- y' ` et rs' 30. If you are accessing a county road and do not have : � existi eway you will !� need to acquire a driveway permit from Garfield County = oad and Bridge. Their phone number is 945-6111. You will need to show proof prior to the issuance of the building permit. hereby acknowledge that Y have read, understand and answered these questions to the best of my ability. signature Phone:9;0 (days); Project Name: date 970 (evenings) Project Address: //; /�%',.ier, f Notes: If you have answered "No” on any of the questions, you may be required to provide this information at the request of the Building Oficial prior to beginning the pian 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. Per App 02.95 Effective August 15, 1995 5 EXHIBIT "8° &pox 790 Fla 61. General taxes and assessments for the year 1990, and subsequent years. Any lien or charge on account of the inclusion of subject property in an improvement district. Right of the proprietor of a vein or lode to extract and remove ]pie ore therefrom, Should the same be found to penetrate or intersect the premises hereby granted, and a right of way for ditches or tarsale I. Constructed by the authority of the United States, as reserved in United States Patent recorded May 15, 1903 in Book 56 at Page 477. Right Of way for ditches or canals constructed by the authority of the United states, as reserved in united States Patent recorded March 8, 1913 in Book 92 at Page 262. Reservation of one-half of ail mineral end mineral rights in or underlying said lands with the right of ingress end egress to prospect for, mine and remove said minerals as reserved by T. E. McClintock in deed recorded October 11, 1944 in Book 214 at Page 295, and any interests therein or assignments thereof. Right of way for the Taughenbaugh Ditch, its enlargetaenta and laterals insofar 40 it may affect #object property. Easements and rights of way of an apparent nature. EXHIBIT "A" B01( 790 PACE GO A. parcel of land situated in the E1/2SE1/4 of Section 19, the W1/2Sw1/4 of Section 20 and the NE1/4NE1/4 of Section 30, Township 6 South, Range 93 West of the 6th P.M., County of Garfield, State of Colorado, said paroel being more particularly described as follows: Commencing at a point on the northerly right of way of County Road N. 317, whence the southwest corner of said Section 20 bears North .-78°34'53" East 1340.72 feet; thence North 00°Q0'37" East along the Westerly line of said NE1/4NE1/4 of Section 30 and the Westerly line of said E1/2SE1/4 of Section 19, 275.34 feet to a point on the northerly right of wey of County Road No. 320; thence continuing along the westerly line of said E1/2SE1/4 North 00°00'37" East 2314.57 feet; thence leaving said westerly line South 89°52'14" East n the 2feet to a point North 00°00'00" East saidseasterly1nline said thenceto the East Quarter Corner of said Section 19; thence South 89655'44" East along the East -west oeeterline of said Section 20, 1310.54 feet to the West venter 1/16 cornet of said Section 20; thence South 00°09'3" West along the Easterly line of the W1/2SW1/4 of said Section 20, 1319.86 feet to a point on the northerly right Of way of said County Road No. 320; thence South 58°34'27" West along said right of way 88.26 feet; thence continuing along said right of way South 59°20'06" West 407.20 feet; thence continuing along said right of way South 59°15'34° West 399,22 feet; thence continuing along said right of way South 59°22'42" West 586.77 feet; thence continuing along said right of way south 59°19'59" West 553.53 feet; thence continuing along said right of way South 59°54'03" West 543.15 feet; thence leaving said right of way South 54°41'44" West 108.61 feet to the point of intersection of the southerly right of way of County Road No. 320 and the Northwesterly right of way of County Road No. 317; thence South 55°12'52" West along said northwesterly right of way 381.83 feet to a point on the westerly line of the NE1/4NE1/4 of said Section 30, the POINT OF BEGINNING, EXCEPTING the following described County Road Nc. 320 right of way situated in the NE1/4NE1/4 of said Section 30, and the E1/2sE1/4 of said Section 19, said right of way being pore particularly described a6 follows: Commencing at a point on the Westerly line of said NE1/4NE1/4, whence the Northeast corner of said section 30 bears North 78°34'53" East 1340.72 feet; thence North 00°00'37" East along said westerly line 214.32 feet to a point en the Southerly right of way of said County road No. 320, the POINT OF BEGINNING; thence continuing along said westerly line North 00°00'37" East 61.02 feet to a point on the northerly right of way of said County Road No. 320; thence South 89°38'18" Eaet along said northerly right of way 192.25 feet; thence continuing along said northerly right of way North 86013'54" East 210.04 feet; thence leaving said northerly right of way South 54°41'44' West 108.61 feet to a point On the Southerly right of way of said County Road No. 320; thence South 88°13'54" West along said Southerly right of way 119.51 feet; thence continuing along said southerly right of way North 69°56029" West 191.88 feet to the POINT OF BEGINNING. TOGETHER Kew the following described water and water rights, pitches and Ditch rights of way; title to which is NOT included in the warranties contained herein: An undivided 11/80ths interest in the Taughenbaugh Ditch and its enlargements and laterals Nos. 1 and 2, to -wit: Adjudication Appropriation Property Total Amount Date Date Share Original 1.50 c.f.s. 5/5/88 7/28/85 .20 c.f.s. 1 6.5 e.f.s. 5/5/88 3/3/87 1.17 c.f.s. 2 1.2 c.f.s. 2/24/02 6/11/01 .16 c.f.s. iI GOMM FIIIJ LHVN LS I"{YH: $661 ,Z �rr i 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 Issued.. 1 Zoned Area Permit No AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building lnspiVor IMMEDIATELY BECOME NUL AND VOID. Use ,b4`1 � Address 11 Legal DescriptionJ� j�l��� C3 + f (€, C 81 12 n e+ 1 11! ,ontraetor S Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing C%k /7`/.3 --?-2r-- Sr¢_ . Foundation I I - 167 - or ? Aa. ). r. 0 - Underground Underground Plumbing i . /} _,/ i 144, Insulation _1 -c��/ ,11!- Rough Plumbing , ,, Drywall ;: .1 -.fir; Chimney & Vent • _ , , Electric Final b State Ins ector) - - Gas Piping _ j` - y, i , Final ,3 -'za .79 S." Electric Rough (By State Inspector) . . Septic Final 12: ._ l ,cT ' ^, • Framing _ Z-y-c,':T , ---,z::,__ (To include Roam place and Windows and Doors installed). Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETIIER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 945-9159 109 8th Street County Courthouse Glenwood Springs, Colorado. APPROVEDDO NOT DESTROY THIS CARD Date By IF PLACED OUTSIDE - OVER WITH CLEAR PLASTIC