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Home My WebLink About4663 Cp � , ^ r r 0 4 ' r t GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 (303) 945 -8212 n102 Creekside Court, Mitchell. Creek Subdivision, Lot 21, Glenwood. Springs Job Address Nature of Work S teve Lundiu Construction Build Permit UseofBuilding Single Family Dwelling, Unit Owner Steve Lundin Cons truction Contractor Owner Amount of Permit: $ 399.25 Date: February 3, 1993 Permit: 545 .00 Plan . 35t Archuleta Clerk White - Treas Canary- Office Pink- Applicant Gold- Duplicate GARFIELD COUNTY APPLICATION FOR BUILDING PERMIT 44;61:3 PERMIT NUMBER 219 7 13 17 OL �lease print or type DATE 03-.9-93 TO B O FILLED T BY APPLICANT PLOT PLAN ADDRESS OT O /02 CFEPk5 bf adrr N OTE: Show easements, property line dimensions, SUBDIVISION / / /rZJf ZL 3J/�6/t/ /S'.*tJ all other structures, specify north, and street • FILING # J. LOT # 21 BLOCK # name. For odd shaped lots, or if space is W TAX SCHEDULE # too small, provide separate plot plan. LEGAL (SEC /TWN /RNG) # OF BUILDINGS NOW ON PARCEL 0 - W NAME j // AA 1.0 y ,797 /a,L/ USE OF BUILDINGS NOW ON PARCEL g MAILING ADDRESS I t �' , (JC o CITY 64 -'t;,t 1/1..M.26 _PHONE 9445= ,Sf'.rJ/ s a NAME ,11,46&Elt -ft 4S506, e d ADDRESS 9G, j - CITYLJ7k4c/JQt1/s=. o NAME 2 4.41)6/4 ) 1 i2“if u ADDRESS in 2 604 4 .40-- c 2 CITY 6 WA ..5 S , C, J o I PHONE9K - 5. 7/ LICENSE { T-0 /3-Ej CLASS OF WORK NEW ALTERATION ADDITION DEMOLISH REPAIR MOVE MOBILE HOME (make /model) S.F. OF BUILDING /7 /k3 S.F. OF LO • fJUel. # OF FLOORS HEIGHT 2/ # OF FAMILY UNITS / # OF BEDROOMS .3 INTENDED USE OF BUILDI .S /1 'G S GARAGE: SINGLE DBL V C�PORT: SINGLE DBL FRONT PROPERTY LINE FIREPLACE 4/7.5 F/P DOCUMENTS ATTACHED _ STREET NAME /ROAD NUMBER � QEE4_ /io■42 C)u/Lr WATR E SUPPLY 6 - o T ' c57_3 CHECK IF CORNER LOT _ DRIVEWAY PERMIT DESCRIPTION C RIPTIO y OF WORK PLANNED �STYLJ.t:r /oxJ SITE PLAN 1.---1 v "-S"-S/P k/t 5i4 BUILDING PLANS V' / / G-7 SANITARY SEWER CLEARANCE City o r- 6;.-.5 , I hereby acknowledge that I have read this ON SITE SEWAGE DISPOSAL FERMI tu,4 application and the above is correct and I OTHER DOCUMENTS (specify) agree to comply with all county ordinances and s ate I gulating building construction i� "/ Macq 4 /doer n� _ - 2 I � .ov C b • � r 441,4- SIGNATURE 66,0 #1, /f/.//t'4 , fP<Bgf s, `412:� � (bo. c'FOR OFFICE USE ONLY VALUATION - 70 2_3 C, , ¢ i FLOOD HAZARD PERMIT FEE $4c.° c. fLAN CHECK FEE $354,2_,S CERTIFIED BLDG ELEVATION TOTAL FEE $6 ZS IMPACT FEE $200.00 SPECIAL CONDITIONS DATE PERMIT ISSUED ZONING DISTRICT /(-D f / /) PROBLEMS WITH PERMIT TYPE OF OCCUPANCY ,P _ .3 TYPE OF CONSTRUCTION V '- Ai ADDITIONAL INFORMATION NEEDED S.F. OF BUILDING 274 S.F. OF LOT /9.5 MAX. HEIGHT l• 2-2— ROAD CLASS. - CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR SETBACKS FROM PROPERTY LINE: FRONT -- ,/•Aillr- . OR ENGINEER REAR RIGHT LEFT OFF STREET PARKING SPACES REQUIRED Q IPPROVED:e _ /l i /,4,: 2 1 •3 APPROVED: Z 1 3 Bi DEPARTMENT - D TE PLANNING DEPARTMENT DATE / / / - / A 4 1,44. , _ .C) ?. - 1- / 2- . . • 6 / 1 7 7 -.:75 4, 7 ) • / ) ‘-r - Li , " • • . C [Ci L. 2 2 - 2, U- c - . -• • , /.7 41' , . ./ / 6. b (Iris. 44, (-) C 7( .? . . ,' _ / ' . • .. . • . • • : . , .. . . , • . . • „ . • • - ..• , l'A s6// , . • . .. /0 - - . • -,• S ' . . , , Four-lb !ROA A „ . . . , . . . . . - • . . ,. „ • ] . . . ' \ \ , 1 c k to 'so nc-ft . . Rt_.1)(; LA/Vrt.s..)1 r 6 , , , • , • . ..... . • . , . . - ,• . O li. . 0,, 7 • ) . . , - , . . . . • . _ . 1 . . , 1 • \ , . . I. ( • . I , ....- . .--. ..... . . , • E e 1 a *0 r-- ki.- - e,,, E ..s - E vE c 4/Ate)/ Al AI? Tewrz L r. ro.e0.1. . I SI k....- E . 7 e i • ' I CN _ ,_ _ • .._ . C 1:74/Air r CO e `is- To R aP ricE - February 13, 1991 14r. Steve Lundin Lot 21 Creekside Court Mitchell Creek Project Glenwood Springs, Colorado 81601 Dear Steve, The Mitchell Creek Design Control Committee has reviewed the house plans you have submitted and have found them acceptable. In order to maintain the integrity of our subdivision we do ask you to comply with the Protective Covenants, Conditions and Restrictions of the Mitchell Creek Project. Please let us know if we can be of further help. Sincerely, MITCHELL CREEK DESIGN CONTROL COMMITTEE Ken Wiencek John McClenahan JM:vk Co`7NtY CUP' Y FvR 3 t' ruL.0 Creekside Court Residence STRUCTURAL GENERAL NOTES & EIFIrATIC7► - *o _REsr,,� r� %NT -.911>,. °r GENERAL REQUIREMENTS: I t •il — i A. DESIGN LIVE LOADS � , W: S' 1. Snow 40 PSF 4. Garages 50P • y ' 2: - Reside nfial Floors 40 PSF 5. Wind, 80 mph (s30' height) — 17 PS ' � ` WM. = — 3. Decks 40.PSF 1 B. DESIGN CODES The requirements of the Clni}tum&s ZUdiag C. leas published by the Interrcnlritrasl Cionferrxx:e &.&uldizg Oiler:' shall govern the design and constnrction of this work. The following codes and editions were used: • International Conference of Building Officials U.mlbrml&rildirg Code gar' lggs) • American Concrete Institite ds ediurgalxleMa51l- Y) • American Institute of Steel Construction Mamaelal'SYeeiConstructrS Mir frErlilritn) • American Institute of Timber Construction Caristrucedim Memel Mir SfErlilritn) • National Forest Products Association N,f6arxrll. n gpect.lcatriz'.Ar {xxdConstrrrtnl7ie S l.9etl5) C. CHANGES Any changes to the structural drawings required due to the acceptance of alternates and/or substitutions are the responsibility of the contractor and shall be submitted to the structural engineer for approval. D. SHOPDRAWINGS Engineers review is intended only as an to the contractor in obtaining correct shop drawing. Responsibility for correctness shall rest with the contractor. 1. Shop drawings shall be submitted for all structural items in addition to items required by architectural specifications. 2. The contractor shall review all shop drawings prior to submittal. Items not in accordance with the contract documents shall be flagged upon his review. 3. Verify all dimensions with the architect. 4. Any changes, substitutions, or deviations from original contract drawings shall be clouded by manufacturer or fabricator. Any of aforementioned which are not clouded or flagged, by submitting parties, shall not be considered approved after engineer's review, unless noted accordingly. 5. The shop drawings do not replace the original contract drawing. It is the contractors responsibility to make sure items are constructed to original drawings. 6. The adequacy of engineering designs and layout performed by others rests with the designing or submitting authority. 7. The use of reproductions of these contract drawings by any contractor, sub - contractor, fabricator, erector or material supplier in lieu of preparation of shop drawings is expres sly prohibited. E. GENERAL 1. All dimensions and details on structural drawing shall be verified against the architectural drawings and any discrepancies shall be brought to the attention of the architect before construction or fabrication commences. DO NOT SCALE DRAWINGS. 2. Coordinate all openings through floors, walls and roofs with the Mechanical and Electrical Contractors. Notify Engineer if any openings am to be cut in structural systems. 3. Provide all necessary temporary bracing, shoring, guying or other means to prevent excessive stresses and to hold structural elements in place during construction. 4. Details on the structural drawing are typical. Versify all dimensions with the architectural drawings. • Creeks ide C outt Residence Page 2 February 3, 1993 5. The contract structural drawings and specifications represent the finished structure. They do not indicate the method of construction. The contractor shall provide all measures necessary to protect the structure during construction. Such measuues shall include, but not be limited to, bracing, shoring for loads due to construction equipment, protection of existing structures. Observation visits to the site by the structural engineer shall not include inspection of the above items nor will the structural engineer be responsible for the contractor's means, methods, techniques, sequences for procedure of construction, or the safety precautions and the programs - - incident- -there to. - 6. Options am for the contractor's convenience. He shall be responsible for all changes necessary if he chooses an option and shall coordinate all details. The cost of additional design work necessitated by selection of an option shall be bome by the contractor. 7. Any entering design provided by others and submitted for review shall bear the seal and signature of an engineer regis tem d in Colorado. 8. Dimensions on the structural drawings am exact with the exception of masonry and sawn lumber dimensions which are nominal. Verify all dimensions with the architectural drawings. 9. Where required construction details are not shown or noted on these plans the contractor shall notify the engineer and the engineer shall provide sufficient details for the work to proceed. 10.Construction materials shall be spread out if placed on framed construction. Load shall not exceed the design live load per square foot. FOUNDATION: See Soils Investigation Letter dated March 22, 1982, as prepared by Terra Task, Inc. of Grand Juction, Colorado for site conditions, slabs on grade, backfill and compaction, and drainage. Site inspection by soils engineer of the open excavation is recommended. A. EXCAVATION 1. Contractor shall provide all necessary sheeting, shoring and bracing where required to property and safely complete the work. 2 Avoid excessive vetting or drying of the foundation excavation - during construction, keep excavations reasonably free of water at all times and completely free of water during placement of the concrete. B. B EAR INGREQUIREMENTS 1. Footings shall bear on natural undisturbed soil or adequately (per soils engineer) compacted structural fill, below the frost depth required by the applicable building code. Any discrepancies with the footing elevations shown on the plans shall be brought to the attention of the engineer. 2. Building to be founded on continuous concrete spread footings placed on undisturbed granular soil with the following allowable bearing pressures: Maximum 1200 psf (DL + LL) 3. Retaining walls an designed with the following soil pressures: Active pressure 45 pcf Passive pressure 300 pcf C. GENERAL REQUIREMEN TS 1. Center foundations under columns and walls unless noted otherwise. 2. Provide foundation ventilation in crawl space areas as required by section 2516 of the UB.0 .. 3. Backfill on walls with fill on both sides shall be compacted in equal lifts each side of wall. Walls backfilled on one side only shall have all supporting slabs, permanent framing or temporary bracing in place prior to placement of the backfill (unless noted otherwise on plans). Creekside Court Residence Page 3 Februnuy 3, 1993 CONCRETE: A. CONCRETE REQUIREMENTS Concrete has been designed and shall be constructed in accordance vith the latest editions of the .4rrenthn Cormrrte Lzstiluseas ludm v Clx%e, .4[:13JSand Sp earli r /lorzc i &,'irrrtrrrnJ C.IuxntekrBut7dhgr, .4C13171. Provide hot or cold weather protection per AC I 305 & 306. 1 . - Concrete shall have a- minimum compressive strength at 28 days -of: Walls & footings 3000 psi Slabs 3000 psi 2. Provide Type II cement throughout vith 4% air entrainment. 3. Mechanically vibrate concrete. 4. No admixtures shall be used vithout approval by the engineer. 5. Addition of eater to the batch material for insufficient slump is not permitted. 6. Do not place pipes, ducts, or chases in the structural concrete vithout approval of the engineer. 7. Thoroughly clean all keyways and construction joints prior to placing concrete in adjacent pour. 8. Concrete shall not be in contact with aluminum B. REINFORCING Detailing, fabrication, and erection of reinforcing steel bars shall comply vith the AC I Aiwa 21 nna2rxlarrl Praactar. ivr.119tath»gRei tbzr !Comte& synrtures ACV .sJ.S. 1. Reinforcing ban shall be AS TM A615 - Grade 60. 2. Welded vim fabric shall conform to AS TM A 185. Furnish in flat sheets only. 3. C oncre to protection for reinforcement: Cast against and permanentlyexposed to earth .......... ............................... 3 in Exposed to earth orveather.._ .... ............._......._......... #6-#18 bar 2 in. #3 - #5 bar 1 112 in. Not exposed to earth or weather .... ............................... slabs & valls 3/4 in. beams & cols. 1 112 in_ 4. Re-bar lap splices shall be a minimum of 36 bar diameter unless noted otherwise. Lap vire fabric minforcement one full mesh plus 2" at sides and ends and vire together. 5. Splices in horizontal beams and valls shall occur at midspan for top bars and over supports for bottom bars. 6. Discontinue 1i2 of horizontal steel across construction/control joints. 7. Provide corner bars of equal size and spacing around all corners. 8. Provide 2 - #5 bars vith a minimum of 2' -0" projection beyond the sides of all openings in vans, beams and slabs. Provide 1 - #5 x 4' -0" diagonally at all re- entrant corners of slabs. 9. Provide accessories necessary to properly support reinforcing at the positions shown on the plans. 10. Reinforcing spacings are maximum on center and all reinforcing is continuous, unless noted otherwise. C. SLABS -ON- GROUND 1. All slabs-on-ground shall be 4" thick and reinforced with 6 "x6 " -W 1.4xW 1.4 velded vire fabric or #4 @ 18" on center each way unless noted otherwise on the plans . Reinforcement to be placed in center of slab. 2. Thicken all 1reeslab edges to 8" x 8" vith2 - #5 continuous. 3. Provide constructionlcontrol joints in slabs-on-ground not to exceed 15' on center or as shown on the plans. • Creekside Court Residence Page 4 Februra:y 3, 1993 STEEL A. STRUC TURAL S TEEL Stmctural steel shall be detailed, fabricated and erected in accordance with latest provisions of the AISC Manual of Steel Construction and AISC Code of Standard Practice. Use welders meeting the requirements of the AWS blenciam'Omakitatrivrtrixalaw. Comply with AWS D1.1 yYrratfi at Jrwdfrgcoxte 1. All steel shall co_ nformtoASTM A36 except tube columns which shall conform to _AS_TM_A5_00_(Gr._ B)_ latest edition and pipe shapes which shall conform to AS TM A53 (Gr. B ). a Bolts shall conform to AS TM A325F. Anchor bolts shall conform to AS TM A307. Bolt size shall be 314 "o, unless noted otherwise. Installation shall be in accordance vith AISC Spetiithltim lbr.Tnxtrrrwllands {1. gAW.,4 &&ar,4 'O. &Jt 1978 3. All velds shall be made with E70XX electrodes. 4. Prime all steel vith approved primer paint to exposed bolts, velds, and abraded shop paint areas. 5. All column base plates shall have 1" minimum grout to provide continuous bearing. B. GROUT AND ANCHOR BOLTS 1. Dry pack or grout shall be shrink resistant Embeco 153 or equivalent. 2. Expansion bolts shall be "WFJ -IT ", "RED HEAD ", or approved wedge type, installed in accordance with the manufacturer's requirements. 3. Headed anchor studs (H.D.A.S.) shall be attached to structural steel with equipment approved by the stud manufacturer according to the stud manufacturer's recommendations. 4. Anchor bolts embedded in concrete shall be placed with setting templates. 5. Location and coordination of anchor bolt placement shall be the responsibility of the steel fabricator. Steel fabricator shall supply anchor bolt setting plan. C. STEELCONNECTIONS 1. Provide bolted connections for steel beams per Part 4 and Part 5 of the AISC .tlanrxwl of blee/ Careen/ than. Except where otherwise shovn, provide connections to support loads equal to one -half the total uniform load capacity of the member. 2. A minimum of two bolts shall be used for all connections. Size and grade of bolts shall be determined by the fabricator. D. STEEL WOOD CONNEC TORS (Joist Hangers, Etc.) 1. All wood connector designations shovn on the dravings are as manufactured by the Simpson Strong -Tie Company, Inc. (Simpson). Any substitution vith custom fabricated connectors shall conform to Simpson specifications including plate thicknesses; welds; bearing areas; and size, number and location of nail/bolt holes (most of Simpson' listed hanger capacities are governed by the number and size of nails or bolts and the bearing ama in contact with the wood). 2. All Simpson designations on the drawings that are followed by "C US TOM FAB." am variations of standard Simpson connectors . Submit shop dravings to the engineer for approval before fabrication. Creekside Court Residence Page 5 February 3, 1993 STRUCTURAL WOOD FRAMING: A. DIMENSIONAL LUMBER All wood for structural framing shall be kiln dried Douglas Firllanh or graded as per latest edition of the ACittivaillawkr Spectikelrims Ar nod Canclnxtii by the National Forest Products Association and the WWPAW. 1. The following - design values - vere.used.for Douglas - Fir/Larch : Structural Joists (a 2x6), No. 2 or better Fb = 1250 (1450 rep.) psi F =95 psi F 625psi E = 1 700 000 psi Beams and Stringers, No. 1 Fb =1350 psi F =85psi F 625psi E = 1 600 000 psi Posts and Timbers, No. 1 Fb = 1200 psi F 85 psi F (= 625 psi E = 1 600 000 psi Light Framing and Studs, Standard or better Fb = 600 (675) psi F 95 psi F j, = 625 psi E = 1 500 000 psi 2. The following design values were used for Redvood: Construction Grade Fb =825 (950) psi F =80psi F = 425 psi E = 900 000 psi 3. Sizes shovn for structural vood framing are nominal sizes. 4. All wood attached to concrete or masonry shall be 2x redwood or pressure treated lumber. Attach sill plates with 112 "o hooked anchor bolts (7" minimum embedment) at 48" on center (unless noted othervise). 5. Provide solid blocking between all joists (greater than 2x6's) at bearing supports. Provide additional blocking only as required by the U.B.C., section 2506 (h). 6. Install all joists and beams with camber, if any, to top. 7. Provide double joists under all load bearing partitions running parallel to joists and solid blocking under all load bearing partitions running perpendicular to joists (unless noted otherwise). 8. Provide built-up vood columns. of 2-2x6 (or 2 -2x4 at 2x4 stud wall) or a minimum number of studs to equal supported beam width ((mless noted othervise). B. FASTENERS AND CONNEC TORS Alternate fasteners and connectors to those listed belov, which have I.C.B.O. approval, may be used vith approval by the Engineer. 1. C onnectors shovn on the plans are manufactured by the Simpson Strong -Tie Company, Inc. Connectors by other manufactures shall be deemed as equivalent if their rated capacity is equal to or greater than that of the connector specified. Follov manufacturer's recommendations for installation of connectors . 2. All timber nailing and connections shall conform to the UBC and AITC. Reference UBC hh&eN2. 25 -(2 - .Mcgrt ctreefrle All nails shown signify `sinker' vire nails unless noted otherwise. 3. Bolts for wood member connections shall be 314 "o, ASTM A307 with a minimum 1 112" washer each end (unless noted otherwise). 4. Self - drilling fasteners for the attachment to structural steel shall be `Teks' fasteners as manufactured by Buildex. C. PLYWOOD SHEATHING Plywood sheathing for roofs, floors and exterior shear walls shall be APA Grade - Trademarked C -D, Exposure 1. 1. Roof Diaphragms (240 plf) shall be 5/8", APA rated sheathing, 40/20 placed vith 8' -0" dimension perpendicular to the joist after or truss span. End joints shall be staggered. Attach plywood at edges with 8d nails at 6' O.C. and at intermediate support with ad nails at 17 O.C. Sheathing shall be T & G or provide Cieekside Court Residence Page 6 February 3, 1993 plyclips midway between rafters at unsupported edges. 2. Floor Diaphragms (250 plf) shall be 3/4", APA rated Sturdi -I Floor, 24 O.C. placed with 8' -0" dimension perpendicular to the joist span. End joints shall be staggered. Attach plywood with APA glue and at edges nail with 8d nails at 6" Q.C. and at intermediate supports with 8d nails at 10' Q.C. Sheathing shall be T & G. 3. ShearWallDiaphragms (180 plf, 380 plf wind) shall be 1/2", APA rated sheathing, 2410 villa 8' -0" dimension vertical. End joints shall be staggered. Studs shall be 16" Q.C. Attachplywood with APA glue and at edges nail with 10d nails at 4' Q.C. and at intermediate supports with 8d nails at 12" Q.C. Sheath all exterior walls full height with 112" plywood. At all comers, min 4' -0" each direction, block plywood edges and nail as noted above. D. GLUE LAMINATE[? BEAMS Laminated members shall be designed and fabricated in accordance with DieThrairrd 4 cirket&ivart& the L sign end Eftznthtmn atSYnxctural C7rre? L nxthred Lunx'mrpublished by the AITC and the appropriate Lumbe r Producers' Association. 1. Use exterior glue for all exposed laminated members. 2. All members exposed to weather shall receive one coat of' end sealer to trimmed ends and seal all exposed surfaces with sealer coat as soon as practical after erection. 3. Appearance grade shall be in accordance with architectural drawings 4. If beam is cantilevered and the cantilever is greater than one -third of the back span, install beam `TOP' down. 5. Allowable unit stresses for dry condition; of use required shall be as follows: Members stressed principally in bending such as beams & girders (AITC 24F -V4) Unless otherwise noted on drawings. Fb = 2400 psi F = 165 psi F = 425 psi E = 1 800 000 psi. Members stressed principally in compres'n or tens'n such as columns & truss members (AITC A -3) Unless otherwise noted on drawings. FcII = 1900 psi E = 1 700 000 psi. E. MICRO - LAMINATED BEAMS Micro- laminated members shall be designed and fabricated in accordance with the A &trse Research Barrri and the hf &t' n !L dgr,S i tiavtrontbr rciry l 1. Allowable unit stresses for dry conditions of use required shall be as follows: Fb= 2600psi F 285psi . = 500psi E= 1 800 000 psi 2. Install micro- laminated members in accordance with the manufacturer's recommendation. 3. Holes, cuts, or notches not previously approved be the engineer or the manufacturer shall not be made. 4. Micro- laminated lumber is marked on the drawings as `ML' and shall be 1 3/4" wide, unless noted otherwise. F. FABRICATED WOOD JOISTS (I- Series) Iseries fabricated joists with structural wood flanges and plywood webs called for on the drawings (TJH25, TJI/35 & TJI155) are as manufactured by the Trus -Joist Corp. of Boise, Idaho. Joists by other manufactures may be used if the depth and deflection is equal to or less than that of the joist specified for the particular span and spacing and when authorized by the Architect/Engineer. 1. Fabricated wood joists shall be installed inaccordance withthe manufacturer's recommendations 2. Supply all plates, blocking, bridging, bracing, stiffeners and other related items as recommended by the manufacturer. Creekside Court Residence Page 7 February 3, 1993 G. FABRICATED WOOD TRUSSES Truss manufacturer shall be a member of the Truss Plate Institute (WI) and the Component Manufacturer's Council. Misses shall be design bya registered Professional Engineer employed by the manufacturer. 1. Provide engineered open web roof trusses as profiled by drawings and shall be designed to handle live and dead loads as indicated on the structural drawings. 2. Shop drawings shall be supplied to detail each truss type, tress layout, bracing and any applicable connections related to the trusses. 3. Submit design calculations, bearing the seal of the manufacturer's Engineer, with the shop drawings. Calculations shall indicate species and grade of lumber, design loadings and allowable stresses, force analysis of' each member and design of each connection. 4. Supply all plates, blocking, bridging, bracing, stiffeners and other related items as recommended by the manufacturer. a. • T. WALL TOP OF WALL SEE PLAN . CONDITION VARIES , r r r r • I #5 @ 16" O.C. EACH WAY 1, ',", / ,',", 1 1 2 - #5 CONT • (VERY. BARS MAY BE @ TOP o • SUBSTITUTED w/ FULL • HEIGHT DOWELS IF #4 DOWELS 124n til DOWELS ARE CHANGED TO @ -32" O.C. ff #5 @ 16" O.C.) _ SEE �' FOUNDATION DRAIN PLAN 2- #5 LONGIT z IF REQUIRED BY S CONT. SOILS ENGINEER • T. FOOTING • _ • SEE PLAN • ,- FTG. SHALL BEAR 3 " ON UNDISTURBED CLR NATURAL SOIL SEE PLAN / Typical Low Foundation Wall A 3/4 " =1' -0" a -001 T. WALL BEYOND SEE GENERAL NOTES FOR SEE PLAN SLAB & REINF T. SLAB SEE PLAN • "" " x.�.•�•��^ '" . �� YYI+YYYYYSiYV rfffr•rMrr T. WALL rrirrrw}ifr4-rfrr; SEE PLAN 1 '... r ' ' rr'rr.rr�r'r'r' \ r 30" FOR FOOTING, WALL #4 DOWELS & REINFORCING ... ,...,..,. .•:„! ...••••,:• SEE DETAIL A/Cl °7 @ 16" O.C. 18" SEE R w/ #5 CONY PLAN • @ NOSE . 4 .. a `,1 . r �� p E 1 �% f % v''FsNTlF414.,_'1•, i.V� �^ T. FOOTING / � "` • disk SEE PLAN , r ; i •4 ° NA Z I _ = Foundation Wall CJ Garace Slab B 3/4 " = 1' -O" CF -101 Maggert & Associates, Inc. D wn b y : Date: Structural Engineers Creekside Cou ALS 2/3/93 1101 Village Road, Suite UL3D Residence Chkd by: SHEET Carbondale, Colorado 81623 -1571 Lot #21 Creekside Court 01 — 1 (303) 963 -9643 • FAX 963 -0135 Glenwood Springs, Colorado Job #: (303) 925-5913 (Aspen) CREEKSIDE OF 3 1 • • FELT BOND BREAK T. WALL T. SLAB SEE PLAN SEE PLAN 1�YYYYYtiY 'P amine r nYiY r tiYYYY r U weenie .r;r•r.r.r.r; r; r;rrr.r�r;r. _ !e i�w�r r i r • • ♦• • • -• FOR FOOTING, WALL leataad & REINFORCING SEE DETAIL A /C1 -1 SEE PLAN SEE GENERAL NOTES FOR !$ SLAB & REINF a T. FOOTING Feiteeth SEE PLAN Exterior Foundation Wall @d Slab A 3/4" =1-0 CF -102 p0 REGis; r F BNT - T e \ � ;Alf r �p i • 1'• ‘,1 + YOSAL — Maggert & Associates, Inc. Creekside Court Dwn by: ALS Date: 2/3 /93 Structural Engineers 1101 Village Road, Suite esidence ChkdbyB SHEET ne UL3D Carbondale, Colorado S1623 -1571 Lot #21 Creekside Court U 1 — 2 (303) 9639643 • FAX 963 -0135 Job #: (303) 925-5913 (Aspen) Glenwood Springs, Colorado CREEKSIDE OF 3 o P J T „ r i , GA FI ELD COUNTY, COLORADO j/� }j Dale Issued& / Coned Area P ermit No + tc !!! 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 Ibe 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 r : t,3 B n I/p/yype, Lr and IMM D 'A' EL BECOME NUL'LAND VOID, f' (/'lr & Address or Legal Description / q o �,�yl Z ,�/ y tM t a f . .. Owne� to / _ Ltd t'ly,•(M1 ,/�!` Contractors C` G� // ,u tii Setbacks Front Side Side Rear This Card Must Be Posted So It Is Plainly Visible From the Street Until Final Inspection. INSPECTION RECORD Zoning Roof Covering Footing 2 - 3 -`�-3 _ _ Foundation _ 2 , 7— 7 7 J x,,, Plumbing- Underground - GasPiping cr _2_ `k-"r Heating Ventilation Frame 9 —V — 9.S t a-n_ Insulation Plumbing-Rough Dryw ll Final _ Z — ` ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING "WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 9 -88212 109 8th Street, County Courthouse, Glenwood Springs, Colo. Date _ 3 By 0 r�l� iti t IF MAW. t. OUTSIDE DE COVER WITH CLEAR PLASTIC R 1 / 01 bA N VI u p O C ! x ro v o 0 0 Ls LI • - q 0 o x IS U CI • H H 0 O O .b U - U • G bC L i. • O 0 p o U _, ,H O O bU q O O .O 6 . 't7 u u Z w 0 $ s r PI a 0 0 h d a3 p v 0 - 0 o W o o d E N w C ` � 0 '•O 4) p , i • • �` i+ CC o ° 'a d V y 0 ` G 0 61 0 O o ro m c t • V r 0 o o > e O �/ Cr) 0 Z U ti >, y V Q L C W • R # = w aa U 0 1 s pp p o M t t a� O 3 o 0 0 U r c, M L V bq G 0 U y 's M �/ C� F. .5 .9 .1-4 O 7 u .. 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