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M 04333, GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th Street Sulte 303 Glenwood Springs, Colorado 81601 (303) 945 -8212 JohAddress 124 B. Bonanza Saddleback 'tillage Battlement Mess Nature of Work Tluilding Permit Use ofBuilding Install Manufactured home & Garage Owner ::dward 1' & Georgia M Albers Contractor bobs Quality Housing Amount of Permit: $ 33.65 Date: October 1, 1991 Parma .t 5, Oil Plan 52-65 P.. Bennett Clerk White- Treas. Canary-Office • Pink - Applicant Gold - Duplicate GARFIELD COUNTY APPLICATION FOR BLILDING PERMI'P r � � (+/ I— / � / PERMIT NUMBER' (� G'T, l please print or typo DATE I D -1 -- ` I TO BE FILLED OUT BY APPLICANT PLOT PLAN ADDRESS v / '� NO'PE: Show easements, property line dimensions, SUBDIVISION r���r�!9"" ,,. • all other structures, specify north, and street F'IL.TNG # / LOT # fat BLOCK # name. For odd shaped lots, or it space is w TAX SCHEDULE # •_ -__ too small, provide separate plot plan. LEGAL (SEC /TWN /RNG) # OF BUILDINGS NOW ON PARCET /1/0,11 -• -- p �7 USE OF BUILDINGS NOW ON PARCEL g NAME 4 /7.14/41.W iFew re/!J /1 MAILING •� ADDRESS 54,112,4€2,A e Why • C .T'T'Y ("Il4j/O eirwe) ,(/ _ PHONE Sg� NAME ( ADDRESS CITY —, ¥o NAME /dcJ..T FJ�L J% V...... /•�ll.L//ye� /JYC u ADDRESS . NJ�LS/ii 4 fro CITY ..... (+A7 iztinen,Yrr/id _ -- o 'PHONE y 4 .7LICENSE CLASS OF WORK NEW n ALTERATION wJ , ADDITION DEMOL.TSH REPAIR MOVE q � MOBILE 11OME (make /model) ,(�ei$4 »O,[ 4' 0 2 — 9 / S.F. OP BUILDING .0 9,-) z S.F. OF LOT s el/ # OF FLOORS / HEIGHT # OF FAMILY UNITS l # OF BEDROOMS .9 INTENDED USE OF BUILDING RILES /1 ' GARAGE: SINGLE DBL4 CARPORT: S -F DBL FRONT PROPERTY LINE FIREPLACE nth DOCUMENTS ATT LIED STREET NAME /ROAD NUMBER WATER SUPPLY .- '.Y /.r%/aE ,C3/N 67)05,1pn S,tit CHECK TF CORNER LOT DRIVEWAY PERMIT ✓ DESCRIPTION OF W RK PLANNED SITE PLAN ter BUILDING PLANS SANTTARY SEWER CLEARANCE i eQi12p (,p,,,,„„ • C c ) I hereby acknowledge that I ' ave r_ :d this ON SITE SEWAGE DISPOSAL PERMIT A, t A- application and the above is correct and I OTHER DOCUMENTS (specify) agree to comply with all county ordinances and state law regulating b ilding construction rSit e laded c'ata9 �•'. . SIGNATURE - c u t• ob op e M e s Zen t OR OFFICE USE ONLY VALUATION A r SO(9 - 40 e _ FLOOD HAZARD PERMIT FEE $ /J/ ®QP CHECK FEE $ 44 G S � / A T CERTIFIED BLDG ELEVATION TOTAL FEE $y.j$, / SCHOOL IMPACT FEE $ K11 SPECIAL CONDITIONS DATE PERMIT ISSUED ZONING DISTRICT -7751(1) PROBLEMS WITH PERMIT TYPE OF OCCUPANCY TYPE OF CONSTRUCTION 4 / ,, j . y . , ` ADDITIONAL INFORMATION NEEDED S.F. OF BUILDINGS i &' 3 j S.F, 0 LOT Don MAX. HEIGHT -- 1 ROAD CLASS .C-_ _ CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR SETBACKS FROM PROPERNE: FRONT OR ENGINEER REAR RIGHT OFF STREET PARKING SPACES REQUIRED tine APPROVED: _�i - t.... -.- .j J /�/f//,y_ _ F• i APPROVED • ._' ' �ifr Jv igrUILDING D A `T'EN ' ATE PLANNING DEPAR.' W. / DATE seisaiss--e---•- as -- KO — - - r LA .••••■ \ . N.11 Ca , . . .. I al. $••••11 (1) 4b,A ell \ • T'a;1 . V - • c 5.1i- IA.."... ; , l• ;:‘-irt - .. - s. 0 1-11 0 0 N,,...._, _.... , _. . , ..., . L In -v i 0 , ." e N. -.... A -%%- 1..... ......„.....; . .....‹..9, ,9 , . ,-,.....t.,„.•:---.4„, . cit....A.4, l' '''''' .. " 1 " • c1 ...... • ) 4:71/4 \ \ % I ..... .' , ' I'''' !I —.. V s Iva (fl ' 2 '' . ':''' • / I t . ■ 0 6 4 (1;1 '7- _ ..' ., 4111 e 0 I— a• • • 0 • 12.7-- )fis -.. ill , N I iii N.. — d I _pi - _---- • 11 • , - L 1 4•F')P 1 ' . ;:.: - • , I 2 ,...., .., 1 Nr____,_.(74_____ .+____ 126 —. G2 •••. 4 S 0° 54 4, 33 I 242):- , - . Fy:t:., ,..., • • , ,, ,r . , , i,r, r.s 9 . 9 r ■ ,.r Aw , . . e cc 5 5" e t c c'.: 7 t c 4, len I : ii. S. Ly v t.. 1 i j1 c\`, ll.t l M1 lti.A 4 ,00 i RAG 2 ' c z erb wl! kAr/oAj C ?'9, tac- r'x ' c °co/ A AAA] C _ r'v�A r/dm ril sta. I /4J i Sid ree'iUo(o / Cr4 h rk 7 � 2 3 3 11) 6 33 �sr tir /a r A PERMIT 11 OWNER HL•RC43 LOCATION MESA CONTRACTOR TIIE FOLLOWING ITEMS MAY HAVE BEEN OMITTED FROM YOUR PLANS OR MAY NOT COMPLY WITH THE PROVISIONS OF THE UNIFORM BUILDING CODES. PLEASE CHECK ALL CIRCLED ITEMS BEFORE BEGINNING CONSTRUCTION. ALL REFERENCES ARE 1908 EDITIONS OF THE CODES. THESE ITEMS ARE REQUIREMENTS FOR R -3 OCCUPANCIES ONLY (ONE AND TWO FAMILY --and DWELLINGS) AND ARE NOT ALL INCLUSIVE OF THE CODE REQUIREMENTS, BUT ARE MEANT AS d ef6C'i el A GUIDE TO SOME OF THE MOST OFTEN ENCOUNTERED QUESTIONS RELATED TO CODE REQUIREMENTS. THE APPROVED PLANS RETURNED TO YOU SHALL BE KEPT AT THE BUILDING Vint? SITE DURING CONSTRUCTXON. FOR ANY REQUIREMENTS OF TIIE NATIONAL ELECTRICAL CODE CONTACT THE COLORADO ELECTRICAL INSPECTOR. THERE SHALL BE A FINAL INSPECTION AND APPROVAL. OF ALL BUILDINGS AND STRUCTURES WHEN COMPLETED AND READY FOR OCCUPANCY AND USE - UBC SEC. 305 (d). i6) Concrete for foundations and Load bearing slabs is required to be 3000 psi in 28 days - UBC Chapter 26. Mortar and grout shall be in accordance with UBC Chapter 24 & Table 24 -A and 24 -B. 2. Masonry unite, mortar, and grout shall be protected during cold weather in accordance with UBC Sec. 2404 (c). Concrete shall be protected during cold 0 3 ar hot weather in accordance with UBC Sec. 2605 (f) and (g). Minimum concrete and /or masonry: foundation reinforcement requirements are shown On the attachment. (Note: these minimums apply only if a foundation soils investiglEGflir not performed and the soils are assumed to have an expansion index of 20 or less and footing loads less than 2000 lbe /linear .wlh J1 . 0 c foot - UBC Sec. 2904 (a) and (b)•and Sec. 2906. tC9 c Foundation frost protection is 30" from finished grade to top of footing -- UBC 2907 (a). `-- (5,: Foundations shall extend a min. of 6" above finished grade - UBC 2907 (d). 0 Provide for the control and drainage of surface water away from the building - UBC 2907 (f). 7. Foundation walls enclosing a basement below grade shall be damp - proofed on the exterior with approved materials - UBC Sec. 1707 (d). a Foundation plates or sills shall be redwood or pressure treated wood (UBC - 2516 (c)), and shall be bolted to the foundation with not less than 1/2" dia bolts embedded at leant 7" into concrete or masonry, spaced not more than 6 feet apart, min. of 2 bolts per piece and within 12" of each end of piece UBC 2907 (f). 9. Exterior concrete or masonry piers shall extend 8" min. above grade unless the posts or columns which they support are treated or decay resistant wood. Columns and posts located in basements shall be supported by concrete piers or metal pedestals extending 6" min. above earth and 1" min. above floor unless treated or decay resistant wood - UBC Sec. 2516 (c) 4. 10 Manufactured trusses, and manufactured joists and beams (i.e. TJI /Micro- Lams, BCI /Versa -Lams, Giu -Lams, etc.), shall be sized and installed in accordance with the manufacturers requirements. 11. Wood joists or floor beams located awn than 10" or wood girders 212eer than 12" to the ground in crawl spaces shall be treated or decay resistant wood - UBC Sec. 2516 (c) 2. 12. Girders supported by masonry or concrete shall have 1/2" air space at top, sides, and ends unless treated or decay resistant wood - UBC Sec. 2516 (c) 5. Ends of beams and girders shall have min. 3" of bearing on masonry or concrete - UBC Sec. 2517 (c). 13. Floor joists under and parallel to bearing partitions shall be doubled UBC 2517 (d) 5. 14. Floor joists require full depth solid blocking and must lap a min. of 3" over bearing supports - UBC 2517 (d) 3. 15. Beams, roof rafters, and ceiling and floor joists shall be supported laterally in accordance with UBC 2506 (h). 16. Columns, posts, beams, and girders shall have positive connections provided to ensure against both uplift and lateral displacement - UBC Sec. 2516 (m). 17. Ends of floor joists shall have 1 1/2" min. bearing on wood or metal and no less than 3" on concrete or masonry - use Sec. 2517 (c) and (d) 2. 18. Notches on the ends of floor joists .- max. 1/4 joist depth. Bored holes not within 2" of top or bottom of joist and hole diameter no larger than 1/3 depth of joist. Notches at top or bottom shall not exceed 1/6 depth and not located in middle 1/3 span - UDC Sec. 2517 (d) 3. 19. Floor joists and /or roof raters are insufficient for the span - UBC Table 25- V -,7 -1 and UBC Standards. 0 Roof live load (snow load) shall be 40 psf below 7,000 feet elevation -UBC Sec. 2305 (d) -dead loads shall be as required in UBC Sec. 2305. • 21. Floor live load shall be 40 pet - UBC Sec.2304 (a) and Table 23-A -1 - dead loads shall be as required in UBC Sec. 2304. Basic wind speed shall be 80 mph - UBC Sec. 2311. cE0 Headers over wall openings 4' wide or less shall be doubled 2" framing lumber on edge. Over 4' wide the header shall be sized for the span - UBC Sec. 2517 (g) 5. 24. Bearing walls supporting two floor loads are required to be a min. of 3" x 4 "or 2 "x 6 studs with a max. spacing of 16" on center -UBC Sec. 2517 (g) 1. 25. Wood studs may be cut or notched to a depth not exceeding 25% of width in exterior walls and bearing partitions and not exceeding 40% of width in non- bearing partitions - UBC Sec. 2517 (g) 8. 26. Wood studs may have bored holes no greater In diameter than 40% of stud width, 60% of width of doubled studs (but not more than 2 successive doubled studs). No holes shall be bored nearer than 5/8" to edge of stud - UBC Sec. 2517 (g) 9. .J 27. Wall bracing required both sides•of each cornet and every 25 lineal feet - the braced panel must be a min. of 48" in width perpendicular to studs - UBC Sec. 2517 (g) 3. 28. Approximate min. insulation values are R -19 walls, R-25 roofs, and R -11 floors over unheated space - see plans for more specific requirements - "Colorado Energy Conservation Standards." 29. Foam plastic insulation shall be separated from the building interior, including attics and crawl spaces, in accordance with UBC Sec. 1712, Other insulation (including duct and plenum insulation and coverings per UMC Chapter 10) including facings shall meet the requirements of UBC Sec, 1713. 30. Masonry and stone veneer units (5" max, in thickness) shall have min. size of No. 22 gauge by 1" galv. metal ties or No. 9 gauge gals. wire ties and spaced to support not more than 2 sq. ft. Of wall area but not more than 24" on center horizontally. When applied over stud construction, the studs shall be max. of 16" on center. Approved building paper must be applied over the sheathing or studs - UBC Sec, 3006 (d). 31. Ceiling height is required to be 7'6" in all rooms except kitchens, halls, bathrooms, and storage areas which may be 7'0" min. - UBC Sec. 1207 (a).. - ___ 32. Min. stairway headroom clearance is 6'8" -- UBC Sec. 3306 (p). 33. Min. stairway width is 36" - UBC Sec. 3306 (b) and min. landing dimension in the direction of travel must also be 36" - UBC Sec. 3306 (q). 34. Stairways max. run 9 "; max. rise 8 "; max. variation in rise and run 3/8" -• UBC Sec. 3306 (c). 35. Enclosed usable space under interior and exterior stairways shall be protected an the enclosed side as required for one -hour fire - resistive construction - UDC Sec. 3306 (m). Fire stops shall be provided in accordance with UBC Sec. 2516 (f) 2c. 36. Stairway handrails: min. height 34 "; max. height 38 "; handgrip portion shall be not less than 1 1/2" nor more than 2" in x- section dimension. Min. of one handrail required on all stairways with more than three risers. Min. 1 1/2" space required between wall and handrail - UBC Sec. 3306 (j). 37. Guardrails of 36" min. height shall be installed at unenclosed floor openings and open sides of stairways, landings, ramps, decks or porches more than 30" above grade or floor below. Open guardrails shall have a pattern such that a sphere 6" in dia. cannot pass through - UBC Sec. 1711. 38. Under -floor (crawl space) cross ventilation is required equal to 1 sq. ft. for each 150 sq, ft, of under -floor area - UBC Sec. 2516 (c) 6. 39. Under -floor areas shall be provided with a min. 18" by 24" access opening - UBC Sec. 2516 (c) 2. 30" by 30" min. if mechanical equip. in under -floor area - UMC Sec. 709. 40. All sleeping rooms below the fourth story without a door opening to the exterior shall have at least one operable window that meets the following requirements: MAXIMUM sill heights 44" MINIMUM net clear opening height: 24" (x34 1/4" = 5.7 sq.ft.) MINIMUM net clear opening width: 20" (x41" = 5.7 sq. ft.) This also applies to basement sleeping rooms - UBC sec. 1204. 41. Glazing in hazardous locations as defined in UBC Sec. 5406 (glazing in doors and adjacent to doorways, and glazing in windows located within 18" vertically of a walking surface) shall be safety glazed or protected. 42. Glass in sloped glazing (more than 15 from the vertical) and skylights shall meet the requirements of unC Chapter 34. Skylights and roof and wall panels of light- transmitting plastics shall meet the requirements of UBC Chapter 52. 43. Provide combustion air for fuel burning equipment per UMC Chapter 6. 44. Pressure relief valves and /or combination pressure /temperature relief valves shall be provided with a drain line to a floor drain with min. 1" air gap or extended to the exterior of the building - UPC Sec. 1807. 45. Domestic dishwashing machines shall not be directly connected to a drain or waste disposer without the use of an approved airgap - UPC Sec. 608 (d): 46. Duel burning appliances shall not be located in any room used or designed to be used as a sleeping room, bathroom, or closet or any enclosed space opening into such room or space " UPC Sec. 1309 and UMC Sec. 704 (unless listed for such use). 47. Appliances (including space heating and water heating equipment) shall be accessible for repair and removal in accordance with the UMC_ 40. LPG fueled appliances shall not be installed in a pit, under -floor (crawl) space, or basement - UMC Sec. 504 (f). 49. Appliances located in a garage (or in an enclosure opening into a garage) shall be located out of the normal path of vehicles or protected from damage. Any portion of the appliance creating a flame, spark or glow shall be installed a min. of 18" above the garage floor - UMC Sec. 508. 50. Each water closet stool shall be located in a clear space not lees than 30" in width and 24" in front of stool - UBC Sec. 511 (a). 51. Toilet rooms without operable windows shall be equipped with an exhaust system ducted to the exterior - UBC Sec. 1205 (c). 52. Showers and Tub /Shower enclosures shall have a smooth, hard, nonabsorbent surface to a height of 70" min. above the drain inlet - UDC Sec. 510 (b). Water- resi,stent gypsum board shall not be used over vapor barriers, in saunas or steam rooms, or on ceilings - UBC Sec. 4712. 53. Attic access opening of not less than 22" by 30" is required - UBC Sec. 3205 (a). 30" by 30" if mechanical equip. in attic space - UMC Sec. 700. 54. Enclosed attic and rafter spaces Shall have cross ventilation of. min. 1/150 of the area of the space ventilated. The area may be 1/300 if provided equally at lower and upper portions of the apace with min. 3' vertical separation of locations - UBC Sec. 3205 (c). 55. Garage side of common wall between living space and garage shall be finished with materials approved for one -hour fire- resistive construction. This also applies to ceilings and bearing walla it living space above the garage. Self closing min. 1 3/8" solid doer is required between house and garage-- - UBC 503 (d) 3. - -- 56. Electrically wired, interconnected smoke detectors are required in all sleeping room access areas, near the top of stairways in upper levels, and near the bottom of stairways to basements - UBC Sec. 1210 (a). 57. Wood stoves and factory built chimneys, and manufactured fireplace units and venting systems shall be installed in accordance with the manufacturers listing requirements and inspected during installation UMC Chapter 9 and UMC Chapter 37. 58. Masonry and concrete fireplaces and barbecues shall meet the requirements of UBC Chapters 23, 24, 26, 27 and 29. A chimney shall not support any structural load other than its own weight unless designed as a supporting member - UBC Seo. 3703 (a). 59. 60. COPIES OF THE ITEM(S) CHECKED BELOW ARE ATTACHES (Copies of any of the items above or below are available upon request). Excavations, fills, foundations, and retaining walls - UBC Chapters 23 and 29. Retaining walls - UBC Sec. 2308 (b) and 2907 (g) 4. Roof coverings and drainage - UBC Chapter 32 (Roof drains sized in accordance with UPC Appendix D). Roof sheathing - UBC sec. 2516 (i). Wood combined with (supporting) masonry or concrete - UDC Sec. 2515. Floor sheathing - UBC Sec. 2516 (h). Wiring in plenums - UMC Chapter 10 and NEC. Fire and draft stops - UBC sec. 2516 (f). Nailing requirements for connecting wood members - UBC Sec. 2516 (j). Enclosure of elevator, vent, and dumbwaiter shafts, and clothes and rubbish chutes - UDC Sec. 1706. Exterior wall coverings and exterior weather protection - UBC Sec. 1707 (d) and 2516 (g). Interior application of gypsum wallboard and interior and exterior application of lath and plaster - UBC Chapter 47. Manufactured wall and ceiling covering systems (simulated stucco, etc.) shall be installed in accordance with manufacturers requirements. Landings and floor level at doors - UBC Sec. 3304 (i). Cross connection control and back flow prevention - UPC Sec. 1002 and 1003. • Treated Wood Foundation Systems - UBC Standard 29 -3. , Page No. of Pogue A 4 4 \ PROPOSAL AND • , . : ACCEPTANCE ., . PROPOSAL SUBMITTED TO PHONE DATE Ed & Georgia Albers ' 303-243-5268 4 9-20-91 .. STREET , JOB NAME 564 Village Way CITY, STATE AND ZIP CODE , JOB LOCATION Grand Junction, CO 81 3 124 E. Bonanza,! Pattlement Msa, CO . ARCHITECT DATE OF PLANS i JOB PHONE per customers drawing..l 9-9-91 , 1 - We hereby Submit Specifications and estimates for: 4 • . BonnaVilla 30x80 Home w/garagelab 1) All excavation haul away_ - this includes concrete ana removai. , 2) Concrete foOting installed per manufactures spiCitications and Battlement Mesa ressiires;:r1)! 3) 220 Lin.Ft. of cOncrete block skirting installed (3 bik high) w/concrete footing. A) 24x24 garage slab-installed w/moiolithic footing turndown. 5) 16' concrete driveway installed from approach. , 6) 16' concrete approach apron installed. .- . 7) 4 sidewalk installed from garage to home. —1 qi , _ . ,. . .. ..___._ . ____. . . jp, y/ 6'1 I Sir . ..._ .- • .._ ciel ... ....._. Permits to be furnished by owner. We Propose hereby to furnish material and labor — complete in aCtordonce with above specifications, for the sum of: Seven thousand Six Hundred and no/100- -- - --- -- --- - --- - --- - - - - (5 7,600.00 — dollars l• Payment to be mode os follows: • • upon acceptance of proposal, $2,600.00 due upon cospletion. . . All material 4 guaranteed to be as specified- All wo T O b. completed i" a wOrliman. like manner according to standard practices. Any alteration of deviation from above Authorized ( .-1 specifications Involving extra costs will be executed only upon written orders. and Signature ' will B."4""• an ex" charge over and above the estimate. All agreements contingent upon stokes, accidents er delays beyond our control, Owner to carry fire, tornado Not This proposal moy be and other necessary insuranc. , Out workers are tully covered by workmen's Cam. days. penSatiOrl itauronce. L Acceptance of Proposal -The above lances. specifications and conditions ate SoliSlottory and ore hereby accepted. You ore outhotired to do the work as specified. Payment will be mode os wrilined above. Signature Dote al Acceptance - '... - ''. , - nature /V withdrawn by us if not accepted within 77-- . I I r . 0 Sig / 7/ 1 2; i r: • IS ... . ■e'e w .. PACO-en-3 . , • PRINTED IN U.S.A. ) • • , X Z, • • v 9d �A100M „i r .►'d �1100M qy `,' . 4 '� ¢ FAS A A C S Lma /i A , - ® A 4> �r• _ 9A1W • 111111111111 � , 44 Iht7711 Q J.v qr, gram.9,y al m u m 768AA -09 TH683FB -A109 30'x68' Floor Size: 27' -4 11 x64' -0' 1749 Sq. Ft II 40 SM” erw ffi'w ''ixd• fo' ':.,7 rr A ' earn aun - e `. =nal 31 r n y� r ti C, AM 9!011008 i� ;^ + II n n a ,1 9r. t N t N ' J �.�r r T /• r I I 74X ig rah 1 I§Li 1� _ /,:x 'i r r m n I DI, eit4 '81� + 1 �� u'w 4 w-0 I Sw I saw 1 >7 ,d'n a[.sru Ya 7 :t 770AA - 09 TH703FL A109 30'x70' Floor Size: 27'- 4'x66' -8' 1676 Sq. Ft. • 14 w uw vo TY v-r 1 vi• 1 vw 11 u I ui I 11 I 14 i 1 11 [l►7 X r] OWA09001A ... EMS= a . i MINI 0„0,010, r, .. av 9®rloow 41,11 , o` u.,,,, ,, I C 1 F t _ zi . .. a 41 �On00G as 11601 l i " � - p.m xw I m w-r V w m 0E1; e a r 780AA 09 TH8O4FB -A109 30'x80' Floor Size: 27-4 5(76' -0' 2077 Sq. Ft. I 'I �y Hh Cu STorn['R YILKNDL.]1.r 06t$ ri I R Ccl [rl - or 71115 COPY _ lop L D-6I 9 5I nag e k --_.._ I' _ — �.�........�.._T_ a � 7 • �l - 41' h I _id r _ �I • • ._ I' ' I • • 1 • I • • 1 • S I • • • • r I • - 7 h — , _ • � '1 • ' I I 1 1 P I r Oc 1 I 411 � 10 `._ 7 1 1 1r1 _ _I I .9 a f i C 1 1 I I' �1 'I I I 1 " - . 1 I l 1 ' -I a I I %1y 2 1 I I I I I • I f . y 1 , I 1 .•,.....„. • , I • r _ 1 • . c, , I I 1 , I 1 I „� 1 1 1 er . T 1 1 1 1 I 1 a • 1 1 1 1 1 o 1 ' 1 ' .-.1 I ( I V • 1 1 I - 1 1 II r 1 1 _ 1 I _ 11 _1. _ I PAO1� � y H 1 I \AI y ; `1 / f 1 1) This D1n6RRrn 1s Nor PRPWn/ To SCALE I. a) 'T IDIf16Rnrn OOc5 1VUT 5 uPERCF ANY STOW, !!OuN OR Cry CU or; S Y 3) nu_ CEnlrJr wtRK TO 1 3E GONE OT GIir;uND Lone OR \ Ones F9LLEO 5U T1:uLC i 1 40mi CnN DR1jE 01/17R p1'iDS. y 13LBC /I,4 C q [ /4 r.I f4 d od prceli a .1/4„,,, a r �+ '�„( /l«s& rte. e c�di..../<r�C .n,-f Jcw r -� /';^-- � er.:� A. y 2 x 4 11E PLATE y x o 1aP v IE . _, . . - I ELEVATION I I1 PANEL - 'C' I 7777 i ' C n R BRACING EACH END 1. 4sl os i B•aN[n ER I 2 x 4 RDIICII PIAIE - I a LL 23' -5' c 8 J GABLE 1RUSS. _ s'___N_ I 1 I i i -1 -.ill "'�' F- 1 r 4 I 1 BAIfii INC �'� I L $ g,.. ti ^ Ls. _ _ I — ENGINEERED ROOF TRJS5ES AT 24' OM CtMIER — __� I I I I i 2 I x 6 HARDWARE VON SURROUND 1 II el".■-..,f BUILD ODOR HEAT] A DR 51 1( I ,^ _ I1 CABLE 1AUS5 I ELEVATION F ELEVATION PANEL - '9' PANEL - 'A' _ j6' ROLM OPENING 5' - 1.0" - I 2 x 4 ODi IUMI PLAIE ... .f 2 . 9 (RIPPLE x E /11S AT 16' ON CENTER . I IN. .• CORNER 6MCIN6 ELEVATION I r 2 - 2 x 12 HEADE0. • j 1 2 x 4 TO[I PLATE PANEL - .0' 1 16' -B" POOR HEADER 2 x 4 IIE PLATE 1 WALL & ROOF FRAMING PLAN '1a.1 NOT TO SCALE DIMENSIONS ARE CORRECT I p • ! 24 i et , I J II • - w I Q 0 I Cr ! Q w 'c1/4I 1+ ! • 1 I 36^ x 36^ WINDOW Zr mt CAI �q I N � p Ct-� I I + 'I I 1 LOCATE 0000 AND III 11 - WINDOW AS DESIRED 1 ��� — l�lll l�l ll� � L. Q i I I _ T 3' -0" x 6' ^8" DOOR ' N Y Q 16' A 7' OVERHEAD SECTIONAL DOOR I xr M * ' •■.,,, .,....CONCRETE •APRON .- i FLOOR PLAN Two AUTO GARAGE I WITH STORAGE 1 I ROOF PI1PI1- 17/4 ]^ s 6" RAKE 00000 M I l= Sirs I10pIZONIAI I SIDING 1 NM II= MI _ M.. — F L E AL CO IE0. ri I 16' x 7' N'E P.NFA) SECTIONAL D00.11 E , '` ) ' WI fx GLASS LIIES — al .�, ^ n CONCRETE APRON IN' V FRONT ELEVATION iali 1 , I { RGnER'a GARAGE MODEL MART•,r DL 2424 ! _ 1 . ©1985 1924 CERTIFICATE OF OCCUPANCY BUILDING DEPARTMENT GARFIELD COUNTY, COLORADO Issued Without Fos September 8 . Permission Is hereby granted to 1'- and and GeorgiaAlt Albers ermit No. 4311 PHD 9 Zone District situated at " .• • : ° _. - r , , _ ' - trot Mk._ Addition for the following purpose Install Manufactured Hone & Garage ERAS Pasture al UN) Contractor Bob F ?uality Hou:sistg TAKE MOT= White: Owner No change Owe be made in Green: Lending Agency the use althis building without Gold: Contractor G LD COUNTY 8 / ILDIN 3 DEPARTMENT prior notice and certificate Yellow: Building Department / J. /7/17.,11 hem the &Ming ClSdal Pink: Asaesser