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HomeMy WebLinkAbout1337 1 c i 133% t Phone No. GARFIELD COUNTY Address t 945 -8241 BUILDING DEPARTMENT 2014 Blake Ave Job Address Old Highway 82 'Pe pcy Nature of Work Partial Building Permit • Use of Building Footings & Foundation Only Owner fountain View Baptist Church Contractor Sunlight Masonry Amount of Permit $ 60.00 Date December 3, 1979 V M,- 4o n Toni C L. S herwood Building Permit Application +. N° 1142 Garfield County, Colo. Jet C - - , 197±2 Owner: _ _MO' V n /ft/ �_C ) +5 e i i S C' j% _ i /cL ij t . - Contractor or Builder: - r1�,LL i6f —_ /r I /• e --SON 4C Location: _ 0411___ F 2 ALEx2T % u -- (UM% 1/4 �c n Purpose for which building is to be used: f.NU,2C.O_ .4atift__ -P1 i'ZJ 2,7 ck %N�__ _ st_4rct'F� ;c"-✓ e ;.vc-y Size of Lot: `i _ Il C.fC Distance of building from property line at: ors ->1= Front - _/ / C} Rear -_- g e/ G Left side 2 U Right side > >� Distance from nearest building: / S 0 yP 5 Number of stories: Source of water supply: 1 2t7t - Number of rooms: e - - -__ Type of sewage disposal: SETii G — Type of foundation: — CG n)PEq &hat,k Width of Building: Material in outside walls: Length of Building: Exterior Finish: _ Height of walls: — -- -- - Type of roof: Floor space in sq. ft.: Estimated Cost: $ Date construction will start_ 1 L - _2 %_ Date of completion: 4.- b U Permit Charge: $ per 1st $1,000 Valuation. $ _ per each additional $1,000 Valuation. TOTAL $ - . D And I /We hereby agree to build strictly to the terms of the above description, and also to clear the grounds adjacent street or streets of all rubbish and debris caused by the construction of said building. Respectfully, 0 ���-4 - rr lb( The County Commissioners hereby grant the above permit as per terms therein stated. This r day of _12e e c c kn / �nto< , 19? Building Inspector Clerk RECEIVED APR 2 9 1980 • Lincoln DeVore 1000 West Fillmore St. Colorado Springs, Colorado 80907 (303) 632-3593 Homo Office December 7, 1979 Mr. Conrad Lien 0236 South Oak Way Glenwood Springs, CO 81601 Re: File No. GS -1263 Visual Inspection Proposed Mountain View Baptist Church Glenwood Springs, CO Dear Mr. Lien: Personnel of this Laboratory have inspected the foundation excavation at the above- referenced siteto determine subsur- face soil conditions. Recommendations for this site are shown below. Soil Classification: Soils at foundation level were found to consist of a gravel and cobble river terrace deposit. This material was in a dense condition. Man -Made Fill: None - all soils are native to the site. Moisture Conditions at Time of Inspection: Low - a moisture content of 0.5/o was determined by laboratory test. Expansion Potential: None. Foundation Type Recommended: Foundations for this structure should consist of continuous footings beneath bearing walls and isolated spread footings beneath columns. These footings may be proportioned on the basis of a maximum allowable bear- ing capacity of 6000 psf, with no minimum pressure required. The bottoms of all foundations should be placed a minimum of 3.5 feet below finished axterior grade, or as dictated by local building codes, for frost protection. Reinforcing: Horizontal reinforcing should consist of five #5 rebars, placed continuously around the building without any gaps or breaks. Two bars should be placed near the top of the wall and three should be placed near the bottom of the wall. Additional #5 rebar should be placed at 45 degrees at any steps in the foundation wall, and all reinforcing should have a minimum 2700 Highway 50 West P.O. Box 1427 109 Rosemont Plaza P.O. Box 1882 P.O. Box 1643 Pueblo, Colo 81003 G enwood Springs. Colo 81601 Montrose. Colo 81401 Grand Junction, Colo 81501 Rock Springs, Wyo 82901 (303) 546-1150 (303) 945 -6020 (303) 249 -7838 (303) 242 -8968 (307) 382-2649 P i Mr. Conrad Lien Page 2 December 7,1979 lap of 15 ". Where foundation walls will retain soil in excess of four feet in height, vertical reinforcing should be designed, • based on an equivalent fluid pressure of 35 pcf for the soil in the active state, assuming horizontal backfill. • Floor slabs on grade should be positively separated from all structural portions of the building and allowed to float freely. Non bearing partitions resting on slabs on grade should be con- structed with a void space, at the bottom preferably, to allow for freedom of movement without affecting the roof or floor above. Bearing partitions should have their own foundations. If basement type construction, or multi -level structure, stair- way between floors should not be constructed as a rigid con- ' nection, but should allow for vertical movement in the floor slab. Drainage and Grading: Surface grading should be constructed in such a manner that all runoff moisture is removed from the vicinity of the structure as quickly as possible. Roof drains, if any, should be carried across backfilled areas and allowed to discharge well away from the building. Water should not be allowed to stand or pond in areas of backfill. To aid in keeping water from reaching the soil beneath the building, the following steps should be taken. 1. Backfill around the building or in utility trenches leading to the building should be mechanically compacted at the optimum mois- ture content of the soil to a density of 90% of maximum Proctor density, ASTM D -698. With this method, no backfill may be jetted, ponded, or puddled. 2. The ground surface within 10 feet of the struc- ture should be sloped away from the building, with a minimum gradient of 5 %. This is equi- valent to 6 inches of fall over this 10 foot region. Concrete: All concrete in contact with soils should be made using Type II Modified Cement. Under no circumstances should calcium chloride ever be added to a Type II Cement. Respectfully submitted, LINCOLN-DeVORE TESTING LABORATORY, INC. By : Robert L. Bass Civil Engineer RLB /vfb GAR -- ELD COUNTY / STAT OF____ Colorado _____ . ,__ �f �� Office of Building Official 1 REOUEST FOR INSPECTION z 1 / ? 7 Date // _ _ Permit No. Ima ^ Or' District N ©/t/ !Y'^'.II-//Aa �_ //� __. //_ _. - lG�E�- ocality J iS 1 c ontractor__ ___ • CB PlAST RING ELECTRICAL PLUMBING HEATING Fountlation ❑ Wire ❑ Rough Wiring .0 Rough ❑ Rough ❑ Chimney ❑ Lath ❑ Finish Wiring Final ❑ Final ❑ Framing ❑ Scratch ❑ Fixtures ❑ Sewers ❑ Water Heater,. ❑ Final ❑ Brown ❑ Motors ❑ Gas ❑ 4 4{ // r � 1 L Finish ❑ Cesspool ❑ ra ci ti S Wallboard ❑ />� READYPECTION 1 CO = Mon. Tues. We Thurs. Fri. /U./ , P.M. Inspection Made_. /4 2t /Z)- - - - - -- � /' . — , : a : inspector ?t v _ — ream soot C:,/' _. ----- _ _._ STATE OFG A RFIELD COUNTY Colorado V I Office of Building Official ..... FAEOU EST FOR INSPECTION , t Clate2_11 )9 .:19 Permit No. 1 I : °E) ,„c-tris District No. •.• • , - ht .15 ztA...BAt_ci .10; clPress Locality . CI w - Owner's a a - Na . ., . War 1 .4,4 or_ BUILDIN PLAS1E • NG ELECTRICAL PLUMBING HEATING Foun. 1.n 0 Wire D Rough Wiring .0 Rough 0 Rough 0 Chimney 0 Lath D F inish Wiring.. 0 F inal 0 Final 0 - r 1 va i I ng 0 Sc retch 0 Fixtures 0 Sewers 0 Water Heater- 0 Sinai 0 Brown D Motors. 0 Gas 0 n al Finish 0 Cesspool 0 . - 40 v Wanboarcl D READY FOR INSPECTION I Mon. Tues. Wed. Thurs. _...-.._._, eth 1 • -- .M. 1 Inspection Made 2 -. r _ . 2-1 . JAC Cf. 1 tnspecror___.;e(e..r.r.l..- i roam soo.1 1 GARFIELD COUNTY STATE OF__ Col orado Office of Building Official REQUEST FOR • INSPECTION ‘ U J r Permit No. 2 • Dahl! . [ / Time � __- A NN 11,� Received _7__ 1 _ CP.M.) District No. / —. -- Job Addr ss / Locality Owner's f ( /- C J Name LL- 4 / /a- k ' -l !'Sv- contractor_ __!— BUILDING: % PLASTERING • ELECTRICAL PLUMBING HEATING { Foundation . Wire ❑ Rough Wiring .E1 Rough ❑ Rough ❑ Chimney ❑ Lath ❑ Finish Wiring..❑ Final ❑ Final '❑ i Framing ❑ Scratch ❑ Fixtures ❑ Sewers ❑ Water Heater.. ❑ j Find , l � ❑ Brown ❑ Motors. • ❑ Gas P ❑ F inish Cesspool ❑ al - /1 W allboard ❑ READY FOR INSPECTION A.M1 Mon. Tues. i Wed. Thurs. . � ,s �CFri_� Inspection Made_ � h c� — / �a %2 � :Nf: Inspector_ —... 4 - roam 300.1 -- GARFIELD COUNTY STATE OF Colorado _ Office of Qmldrng Official Date ; ' t ( , c-9.... � REQUEST FOR- INSPECTION - l ~ Permit No. _- _ _ -.. Time ^h Aeceived____ —. •. -�� District No._ Job Ad ss Thaf ocality Owner•s / 44)j . _..l- -- Name.�; 1— __.�/J.AA/sF��JI ,contractor_ PLASTERING ELECTRICAL PLUMBING HEATING 'oun ano ❑ Wire ❑ Rough Wiring .0 Rough ❑ Rough ❑ Chimney ❑ Lath ❑ Finish Wiring Final ❑ Find ❑ Framing ❑ Scratch ❑ Fixtures ❑ Sewers ❑ Water Healer.. ❑ Final ❑ mown ❑ Motors ' ❑ Gas ❑ / Finish ❑ Cesspool ❑ r a— J�Jay -t; /\ RI_ADY e' SPECTION ` a+a n. Tujs. Wed Thurs. Inspection Made </ { 4 ei - - .2 1?) __ 4.. Inspector_ VOaM 300.1 GARFIELD COUNTY J,// STATE_ OF Colorado (� --------------- - - -- Office of Quiiding Official G REOUEST FOR INSPECTION Date 4_I` Permit No._._— T me 7 r � .. �JJ ��� �� Rieceived____. (, ` District No.__- ra Job Atl9 m ess - y Owner's ._ /- LP,a �XX _ hnl ractor__ — _.. 1 P1 AS1 [RING Et.ECIRICAL PLUMBING HEAT Fours• . '.n Mire ❑ Rough Wiring .0 Rough ❑ Rough ❑ Chimney ❑ Lath ❑ F inish Wiring..❑ F inal ❑ Final ❑ Framing ❑ Scratch ❑ Fixtures ❑ Sewers 0 Water He ❑ Final (3 Brown ❑ Motors, ❑ Gas Finish ❑ Cesspool ❑ Wallboard ❑ READY } et- 1ALSpE CTION A.M. W Mon. Tugs Wed Thurs. Fri,____ — P,M. Inspection Made__ _ t Ff /,�O E r ; E r i Inspector_ _._ / __...__.