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HomeMy WebLinkAboutApplication- PermitJob Address No. 6611 GARFIELU COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th Stmet Suite 303 Glenwood Springs, Colorado 81601 (303)945-8212 0595 Van Dorn Road, Glenwood Springs Nature of Work Building Permit Rf Use ofBuildingooRepair Owner Tan Peaboby Contractor DNI Neuman Amount ofP liar 3 137.21 Permit Fee Date February 10, 1998 S. Archuleta Clerk BUILDING PERMIT APPLICATION GARFIELD COIIlfSY. COLORADO A1)E:lrcarllHdo complete numbered spaces only. PERMIT NO. ° // PARCEUSCFIED NO. JoaF,0enE55 0595 Van Dorn Road, Glenwood Springs CO 1 i.EGAL DESCR LOT NO BLOCK SUBDIvLSION Chelyn Acres 2 CWNLR Tom/Toni Peabody AOnRr_ss 0595 Van Dorn R. PII-5699 WK PI 3 PON rRACTOFI DM Neuman Const. AOIELEss Box 2317, GS HI -7502 4ICENJSL=NC) ARCHITECT OR [DESIGNER n/a, ADDRESS PI i LICENSE NO 5 ENGINEER Dale Kaup ADL)REss 1203 Bennett Ay* .pi +--6136 LIEENSENO 6 S E OF Hilt !DING 5 F OF 101 11E10I I r I NO OF 01.001)5 7 USE OF BUILDING existing s/f residence CI Ass OF WORK U NEW II AI)OIrim i IAL1 ERAI ION 136 EPAIf1 r11.i0VE r112E MOVE C OFR/CR/RE won roof repairs; new roof system as required to added support 10 GARAGE SINr1I 0 00LIBI E CARPOE11 SING[ 0 L701.1Hl 0 1.1 ORIVFWAYPERMIT ON SITE SEWAGE015POSA4 PERMIT S110 PI AN VAI VAMIOr+OFWORK 58000 (es t)`0JUS1EDVAL3 1 F1A1•LCIIE.CI(FEE SCI IDOL IFAPAC I FEE NO OF BUIL PARCEL PERMIT FEE DINGS ON I. /37 A/ ! I USE OF BUILD1r-JGs PARCEL Now ON SPECIAL CONDI 1IONS dept w/plans hnweVP._wnte DM Neuman to supply bldg as they become available; nraPd to Rtarf work 1qt t -n r7 1st of,,(rch; need permit. kC�[Sg ARE REQUIRED 00(1 EIECTRLCAI, PLUMUIIJG, IICA IING. IONING NULL AND VOID IF WORK on coils 1RUC 11C111 AUIIIOPCZED [5 IN 100 'DAYS. OR 10 GoriSIRI101IOfI011 WORK 15 S41SPFh117E17 A PERIOD OF 100 DAYS AT ANY 110E AF101/ WORK IS IAT 1 i !AVE READ ANI) EXAMINEE) TI 115 AP PI ICATION rNl) (KNOW AND CORRE0I ALI IV70VISi 1NS 00 LAWS ANN ORDINANCES OF WORK W11.L LIE 000011E0 Will[ WI 11`_111E11 5101055) I10 GRANTING 00 A PEI1F.511 [5)1:5 NOT PRESUME 1C1 C7iVE 011 CA/•r51,1. If 1E PIIOVISIONS 00 At 011 _1/ SIAIE 0E1 CONS IRUCTION CH 7I1E PER DR0A1,J11E OF _ _ Ar- c 1tq$ P. /37.4 w'AIf R Sl /PP! Y RR 0000x; f)MEE PERMIE I.SSUI=D C0NST.TYPE _ --/ 0 -9 —._ To commence SEPARATE PERMITS VI NIIIly TING OR AIR COI`JDN THIS PERMIT BECOMES 01 COI.IMENCED will OR AEANDONED FOR COMMENCED i 1IE.12EOY CERTIFY TI I h 1E SAME 10 BE TRU GOVERNING T IS I Y'E HEREIN (111 C ALM I0I/II IY VI•LAILi LOCAL .GULATING COAST ar AI ii Ii. At SNcLkt MYRCVAIs I)i IIIiE r! 1?E I:E1vEl1 NM REOUIRM iC)1LI1-1 I[EAT TIl(7Ef 1' FIRE DEP r 5011.115P0R1 SEIEJN;IfS FLOOID}IA.ZArJD : / `. tura of�y Co-IacIor or aulllolized agelll having rca arld 11 el sto[>.J uollco ditirik filefflP abova MATT/)' 11001= Duildii g ()cep arlrneri1 Approvafda %yy' I Tanning DeIa111 n call Approval/dale 011 TCR AGREEMEI`IT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT IN CONSIDERATION OF TIME ISSUANCE OF THIS PERMIT TIIE SIGNER IIEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.213.201 CRS AS AMENDED THE SIGNER FURTHER AGREES 11 IAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED WITH IN TIME LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE. TkIE PERMIT MAY THEN BE REVOKED BY NOTICE FROM TIIE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID, THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTI IEF2 DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTI IER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WIIEN IN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE nR REGULATION OF THIS JURISDICTION. THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS ANO INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES, THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUILDER AND OWNER, COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS INTEREST_ Garfom1.603 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THC AGREEMENT ABOVE [INITIAL P[ / 37 a/ -/t2 ajdd } rn1 N Oa sa " 4,. 1- +a cal th- A tie41 4140 1410 ;4.1 ')4r JL 67E.: Fists) \IEl tF-( PrVCW b F- C yNt l\Gl 'Tor e tb% ( -O F - exto tloTE.: PeSlci►i ofReerA Fuksi4kiA iflo. . aoFoulr it4sut 'fit I rTc 125`( FertetaE -Moss ADP S EMS 131104 0 14 Et...) liN►-ti vu/ Z R4 3S FL wD -141 BeM\ dF 1 rZ` ct, sec'. S - Z4. "©'c,. *4.6t1' 1111.1i 111 k° . IOW P,OLSIMIaTlianinialM B CEi u Iy Jsrs it Ti? Ttk D% µ'C P (L ub 6Rea'a 13e-tzta) NEW Eisn s 'PP.C.KEO r SOLID IS 540 IPArri Ht- a t;� x. -- •i 264 g a ����f111111!l1�b1��N1� f c 130( (...-r Cle Fe E.)( isT ►r461 4, .0 cfdh-tr- 5 14Et4-1 -Dt°13,k L- 12 = t`�Q ft -f RAF REPg 3(2-19% �5 P �S Kt- '"Z:o a & eA Cs ML �d-raL? eeg> A -D17 4, Ti#R� 5c�`rs r- I OI1t,F,) 001111/100/ 1\\111111 1 U/d7/,/f�, 2677, it F ��jj��it1 ti�����`� i•lew - ti� BEVY 13E -Mk B -t 4, 11-121 tk-e=s is" is z lkoto s 6F 44, cTs atZ4M1,,t, 312.(Rs 4.ue tt.14. 1 ilk... STRUCTURAL GENERAL NOTES PEABODY ROOF REPAIR 3/1/98 A. DESIGN LIVE LOADS 1. SNOW 2. KITCHEN 3. WIND: 4. SEISMIIC ZONE 1 B. DESIGN CODES 40 PSF 75 PSF BASIC WIND SPEED 80 MPH EXPOSURE B 1. UNIFORM BUILDING CODE (1994) 2. ACI BUILDING CODE (ACI 318-89) 3. AISC STEEL CONSTRUCTION MANUAL (9th Edition) 4. AITC TIMBER CONSTRUCTION MANUAL (4th Edition) C. FOUNDATION BUILDING FOOTINGS HAVE BEEN DESIGNED USING AN ASSUMED MAXIMUM ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF, PLACED ON UNDISTURBED SOIL. SOILS ARE ASSUMED TO BE UNIFORM AND NON -EXPANSIVE. TT -IE OWNER SHALL RETAIN A SOILS ENGINEER TO INSPECT THE BEARING SOILS EXPOSED DURING EXCAVATION TO VERIFY ASSUMPTIONS AND TO SUBMIT A WRITTEN REPORT. NO '�`"���� FOOTINGS SHALL BE POURED UNTIL A VERBAL SUMMARY HAS BEEN GIVEN TO THE STRUCTURAL ENGINEER BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL ALSO BE CONSULTED BY THE OWNER IN REGARDS TO POSSIBLE FOUNDATION DRAINAGE REQUIREMENTS, AND ANY ADDITION., CONSTRUCTION REQUIREMENTS AFFECTED BY SOILS. ° �l4ep r+ CONCRETE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE AMERICI CONCRETE INSTITUTE BUILDING CODE (ACI 318-89) ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS. MECHANICALLY VIBRAIE ALL CONCRETE WHEN PLACED EXCEPT SLABS ON GRADE. ALL SLABS ON GRADE SHALL HAVE CONTROL JOINTS (KEYED OR SAW CUT) AT MAX. 20'-0" O.C. EACH WAY UNLESS SHOWN OTHERWISE ON PLAN. REINFORCING BARS SHALL BE ASTM A615 - GRADE 60. NO SPLICES OF REINFORCING SHALL BE MADE AND NO WELDING OF REINFORCING SHALL BE PEE.RMITIED EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 36 BAR DIAMETERS. PROVIDE CORNER BARS OF EQUAL SIZE AND SPACING AROUND ALL CORNERS. PROVIDE 2 - #5 BARS WITH A MINIMUM OF 2'-0" PROJECTION BEYOND THE SIDES OF ALL OPENINGS IN WALLS, BEAMS AND SLABS. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOWN ON THE PLANS. WELDED WIRE FABRIC SHALL CONFORMTO ASTM A185. LAP WIRE FABRIC REINFORCEMENT ONE FULL MESH PLUS 2" AT SIDES AND ENDS AND WIRE TOGETHER. ANCHOR BOLTS FOR BEAM AND COLUMN BEARING PLATES SHALL CONFORM TO ASTM A307 AND BE PLACED WITH SETTING TEMPLATES, D. CONCRETE E. STRUCTURAL WOOD FRAMING rr= ; Jr(' o°°°`` IA „s1 1I a mhI M1 ALL WOOD FOR STRUCTURAL FRAMING SHALL BE KILN DRIED DOUGLAS FILL LARCH #2 GRADED AS PER LATEST EDITION "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION" BY THE NATIONAL FOREST PRODUCTS ASSOCIATION AND WWPA. S17.FS SHOWN FOR STRUCTURAL WOOD FRAMING ARE NOMINAL SIZES. PROVIDE SOLID BLOCKING BETWEEN ALL JOISTS AND RAFTERS AT SUPPORTS AND MINIMUM 1 X 4 CROSS BRIDGING AT NOT MORE THAN 8`-0" O.C. BETWEEN SUPPORTS EXCEPT AS OTHERWISE NOTED. PROVIDE DOUBLE JOISTS UNDER ALL PAR 1ITIONS RUNNING PARALLEL TO JOISTS AND SOLID BLOCKING UNDER ALL PARi'II IONS RUNNING PERPENDICULAR TO JOISTS. PROVIDE BRIDGING AT NOT MORE THAN 6'-0" O.C. FOR STUD WALLS NOT COVERED BY SHEATHING OR WALL COVERINGS MEETING UBC MINIMUM REQUIREMENTS PER UBC SECTION 2517.(g).7. CONNECTORS SHOWN ON THE PLANS ARE MANUFACTURED BY THE SIMPSON COMPANY. CONNECTORS BY OTHER MANUFACTURERS SHALL BE DEEMED AS EQUIVALENT IF THEIR RATED CAPACITY IS EQUAL TO OR GREATER THAN THAT OF THE CONNECTOR SPECIFIED. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR NAILS AND BOLTS. ALL NAILING NOT NOTED SHALL BE ACCORDING TO TABLE 25Q OF THE UNIFORM BUILDING CODE. PLYWOOD FOR ROOFS, FLOORS, AND SHEAR WALL SHEATHING SHALL BE APA GRADE TRADEMARKED CDX WITH EXTERIOR GLUE. LAY UP PLYWOOD WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND STAGGER JOINTS. ALL NAILING COMMON NAILS; RING SHANKED FOR ROOF AND FLOOR SHEATHING. REFER TO TABLE BELOW FOR USE REQUIREMENTS: USE THICKNESS SPAN/INDEX EDGE NAILING INTERMEDIATE NAILING FLAT ROOF 3/4" 48/24 8d (a�. 6" O.C. 8d @ 12"O.C. SLOPED ROOF 518" 32116 8d @ 6"O.C. 8d @I2" O.0 FLOOR 3/4" T&G 48/24 8d @ 6" O.C. 8d @ 12"O.C. SHEAR WALL 1/2" 24/0 8d @ 4" D.C. 8d @10" O.C. ALL EDGES OF SHEAR WALL SHEATHING SHALL BE BLOCKED. PARTICLE BOARD SHEATHING MAY BE USED AS AN ALTERNATE TO PLYWOOD WITH PRIOR APPROVAL OF OWNER AND ARCHITECT. PARTICLE BOARD SHEATHING SHALL COMPLY WITH UBC STANDARD NO. 25-25 EXTERIOR TYPE 2 -M -W AND SHALL HAVE A SPAN RATING EQUIVALENT TO OR BETTER THAN THE PLYWOOD 1T REPLACES. ATTACHMENT AND THICKNESS (WITHIN 1/32") SHALL BE THE SAME AS THE PLYWOOD IT REPLACES. MICROLAM LUMBER BEAMS: VERTICALLY LAMINATED VENEER HEADERS AND BEAMS 1 3/4" THICK CALLED FOR ON THE DRAWINGS AS "ML" ARE AS MANUFACTURED BY THE TRUS-JOIST CORPORATION OF BOISE, IDAHO. MICRO=LAM HEADERS AND BEAMS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHEN MORE THAN ONE THICKNESS IS REQUIRED , THE MEMBERS SHALL BE FASTENED TOGETHER WITH TWO ROWS OF 16 -PENNY COMMON NAILS SPACEDF. ALL EXISTING CONDITIONS MUST BE VERIFIED BY THE BUILDER IN THE FIELD. UNKNOWN ANDer. 12" O.C. FOR MEMBERS WITH 14" AND GREATER DEPTH USE THREE ROWS. Fb = 2600 PSI Fv = 285 PSI E = 1800000 PSI. VARIED CONDITIONS MAY BE FOUND. NOTIFY THE ENGINEER OF ANY STRUCTURAL CONDITIONS 15 FOUND TO VARY FROM THAT INDICATED. SHORE ALL EXISTING STRUCTURE AS REQUIRED._ ry m c -NA G. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE VERIFIED AGAINST THE ARCHITECTUR 0,r%. AND DISCREPANCIES SHALL BE BROUGHT TO THE A 1"IENTION OF THE ARCHITECT. �r/�jf S 1(j N PO- H. THE ARCHITECT MUST AUTHORIZE ALL SUBSTITUTIONS. SUCH AUTHORIZATION DOES NOT RELIEVE, THE CONTRACTOR FROM CONFORMANCE WITH THE DRAWINGS AND SPECIFICATIONS. I. COORDINATE ALL OPENINGS THROUGH FLOORS, WALLS AND ROOFS WITH THE MECHANICAL AND ELECTRICAL CONTRACTORS. J. DO NOT BACKFILL AGAINST WALLS UNTIL FLOOR AND ROOF SYSTEMS BRACING THOSE WALLS ARE IN PLACE. K. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. L. 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 MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. 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 THERETO. INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO, Date Issue .L.0 .�...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 Inspecto a d IMMIATEL1 BECOM1 NULL AND VOID. ff ..f Use Address gal Des tion Owner I O, AIL Setbacks Front Side Side 2d,GSNearbitu1/41 - Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing Foundation Underground Plumbing Insulation Rough Plumbing Drywall 1 Chimney & Vent Electric Final (by State Inspector) Gas Piping Final 4! -.../ ,,/ Electric Rough (By State Inspector) Septic Final Framing (To include Roof in place and Windows and Doors installed). Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 945-8212 109 8th Street County Courthouse Glenwood Springs, Colorado. APP - OVEDDO NOT DESTROY THIS CARD Dat F PLACED OUTSIDE - COVER WITH CLEAR PLASTIC APR 2 ,i 1998 a`= Permit# f",4�/ 0 OK Partial Rough In ❑ OK To Pour / .4 . Date Inspector _J 6 vire Inspector Phone COLORADO STATE ELECTRICAL BOARD 1580 LOGAN ST., STATE 550 DENVER, COLORADO 80203