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Home My WebLink AboutApplication- Permit1 r GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th. Street, Suite 303 Glenwood Springs, CO 81601(970) 945-8212 Job Address ,l 9,1') 0 2 to Nature of work Building Permit INo. 7881 Owner AIN\ i Contractor t�j'1 Oren [ C .0}k_s Amount of Permits 5 qq. 5 JSD-S s 5y y.Sc Date 47/0 4&P0c'Q /75 3 Gn e8a , 3 q. Sa ...%G, .sbo.OD sa f6j- 9, a 4'3ao. w oicU 1i 4994 75 /clgy 50 67.3 #5-5(Y,57 GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (OLENWOOD SPRINGS), COLORADO EPHONE: (970) 945-8212 �INSPECTION LINE: (970) 384-5003 PERMIT NO. 1 g?( PARCEIJSCHEDLiLE NO. B ADDRESS: 1795 Co) y Proaa Z C-0 SU, 570 AGREEMENT IRMISSION IS HEREBY GRANTED TO THE APPLICANT' AS OWNER. CONTRACTOR AND/OR THE AOkNT OF Tile CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS 'TAILED ON PLANS AND EPECIFIC.�ATIONS SUBMITTED TO AND REVIEWED BY THE MELDINGDEPAAT1ErTT. I CONSECRATION OF TIE ISSUANCE OF THIS PERMIT, THE STONER MEET ACIREES TO COIE'LY WITH ATI, BUILDING CODES AND 1AND USE REOULATIONs Ammo BY IIIMETD COUNTY PURSUANT TO AUTHORITY MEN TN 3021.201 on AS AmMORD, TTIS SIot= FURTHER AGREES THAT IF THE ABOVE SAID ORDWANCES ARE NOT FULLY )MPLIED WITH IN THE LOCATION, ERECTION, OONSIRUCTIION AND USE OF THE ABOVE DESCRIBED STRUCTURE. T118 PERMrr MAY THEN BE REVOKED BY NOTI(E, PROM S8 COUNTY AND THAT THEN AND THERE 1T SHALL BECOME NULL AND VOID. iKE ISSUANCE OF A PERMIT EASED WON PLANS, SPECIFICATIONS AND OTiffit DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM TTEREAFTER REQUITING ME DRRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUDDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN 1OLATFON OFT= CODE CRAM OTHER. ORDINANCE OR RE.GUIATION OF THE JURISDICTION. E REVIEW OF TBE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE A11 ACCEPTANT['$ op ANY BSPONSIB unEs OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND D NTATION URINOCONSTRUCTION REM SPECIFICALLY WITH THE ARCHTTTSCT,DESA( BUDDER ANDOWNIOI COIFARE. INTENDED TOBECONSERVATIVEANDINSUPPORT FIRE OWNERS OVERSET. I HEREBY 4 THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. UN1TIALI O e /E6.7,9- LOT NO. BLOCK NO. SUBDiVISION/FIION °uN°` Po mra PA w LC. �•� 111 0 - I1AYNE ter_ S.JITGi soa !•[. WAYNt_ 1 4�igo- L- . I747426 -47t34- +,. oa+nAc+w TSrN Gee s Co orm s .. 174 FL..YINcr FISH P..041 C•9 PA t.... GC /414%3- No3- 39 uc.eo AtLMacpaaO S-DIDI0 iS Aeon. 5-45.T N.. m u..t_r AST'S„ z co S14.f 1 9'Zo-9426 tE'R pg. FL OP MOILICNO aQ.eT.crwr '4 O F MITT Ig uaammo/ i Ingarrarsai+o �ESID1=idigkL. MOSr 4764•04/413101--) o F F -m Gill "-Accev,.. -t 1c-sEu__1,. Up %T ameGrimm, maw DAto...ur LALTNIATIoee XICINIIMUM =NW COMM: a.a: ` I 44111401.11 01411NA: wn o O 0NANNOAY MOM Doerar zurnuo.1:.vwULp.n=.) _ MIN PLAN kg, acxa -- AwoatmYALwmca d o f ?80. (JD �vALaAa.rwwd.z. aims. co NOTICE SEPARATE �CTRII AL PLOURT 1E REQUIRED AND MST BE Iss,a BY THE STATE OF CWB DO. 'HIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION tunIoRi7ED IS NOT COMMENCED WITHIN ISO DAYS, OR IF OONSTRUCTION ORVOITE IS SUSPENDED OR ABANDONED POR.A PERIOD OF 1 W DAYS �1T ANY T tETE I WORK TS OON NC ED ICY CERTIFY THAT I HAVE READ AND EICAMINED THIS APPLICATION AND Q'IOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS IOVREND10 THIS TYPE OF WORK WILL BE COMPLIED WIIB WHETHER SPECIFIED IEREIN OR NOT. fllE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE WL 1B JRITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR ,f Q� p PLAN CHSCKFEB: 1/y [ 0 �f .�(/y�/ '} ply FEE ' a : TOTAL FEE: [y ' ! O,_ 4 . 6 L( 414.6- �f �-7 `/f f, 5? OCC: CROUP: CONST: TYPE ZONING: • , SETBACKS:i FCAL OLAW REOULA ••.• y • OR THE PERFORMANCE OF �N,i pare of Own% .... . a w0eot�Saed..t . .. sa .... . • , . uotae �ba. AEA / k�a..) , // / 1.-Y> 4 S /j,� (J, _ Ir -r/ , , 0,7/ ` . Ii01��: /J� 113D3 )40. t I[�i' f Ob - n B+ 1 l Mm* Dept. Approval/Deb AGREEMENT IRMISSION IS HEREBY GRANTED TO THE APPLICANT' AS OWNER. CONTRACTOR AND/OR THE AOkNT OF Tile CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS 'TAILED ON PLANS AND EPECIFIC.�ATIONS SUBMITTED TO AND REVIEWED BY THE MELDINGDEPAAT1ErTT. I CONSECRATION OF TIE ISSUANCE OF THIS PERMIT, THE STONER MEET ACIREES TO COIE'LY WITH ATI, BUILDING CODES AND 1AND USE REOULATIONs Ammo BY IIIMETD COUNTY PURSUANT TO AUTHORITY MEN TN 3021.201 on AS AmMORD, TTIS SIot= FURTHER AGREES THAT IF THE ABOVE SAID ORDWANCES ARE NOT FULLY )MPLIED WITH IN THE LOCATION, ERECTION, OONSIRUCTIION AND USE OF THE ABOVE DESCRIBED STRUCTURE. T118 PERMrr MAY THEN BE REVOKED BY NOTI(E, PROM S8 COUNTY AND THAT THEN AND THERE 1T SHALL BECOME NULL AND VOID. iKE ISSUANCE OF A PERMIT EASED WON PLANS, SPECIFICATIONS AND OTiffit DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM TTEREAFTER REQUITING ME DRRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FRO PREVENTING BUDDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN 1OLATFON OFT= CODE CRAM OTHER. ORDINANCE OR RE.GUIATION OF THE JURISDICTION. E REVIEW OF TBE SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE A11 ACCEPTANT['$ op ANY BSPONSIB unEs OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND D NTATION URINOCONSTRUCTION REM SPECIFICALLY WITH THE ARCHTTTSCT,DESA( BUDDER ANDOWNIOI COIFARE. INTENDED TOBECONSERVATIVEANDINSUPPORT FIRE OWNERS OVERSET. I HEREBY 4 THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. UN1TIALI O e /E6.7,9- • The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from 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, non-absorbent 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 and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to 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 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, d the issuance of a Certificate of Occupancy for the dwelling under building permit # Signature 6- ►+9rri /-5AG ksc»-) bpcont Date 1265100 PATTILLO ASSOCIATES ENGINEERS, INC. • STRUCTURAL CONSULTANTS 715 grand avenue, post office box 751 glenwood springs, colorado 81602 phone (970) 945-9695 fax (970) 945-4921 e-mail: rpattill@paengrs.com December 12, 2000 Puma Paw LLC c/o Equity Investment Group Norwest Indiana Center 111 East Wayne Street. Ste 500 Ft. Wayne, IN 46802 Attn: George B. Huber RECEIVED DEC 19 2000 B&H re: Puma Paw Ranch - Guest Cabin Relocation C{ 0 PAE # MM033 Dear Mr. Huber: As requested by Studio B Architects, personnel of Pattillo Associates Engineers inspected the existing cabin located adjacent to the existing shed barn at the Puma Paw Ranch in Garfield County. We understand that you are interested in moving this structure to a new location on the ranch and wish to confirm the structural adequacy of the building. Our observations and conclusions are presented herein. The structure is a small single level timber -framed residence with a plan size of 16 feet by 30 feet. It was probably built more than 30 years ago, and we understand that it was remodeled in about 1996. The original framing consists of 2x6 Douglas Fir floor joists, spaced at 16 inches on center, spanning in the 16 foot direction with a 4x4 floor beam supporting the center of the joists. The floor sheathing is plywood, thickness unknown. The walls appear to have been built with 2x4 studs, 3/8 inch thick exterior sheathing, and 1-1/2" thick milled lapped log siding. The simple gable roof (3:12 pitch) was constructed of 4x4 rafters spaced at 36 inches on center. Every other rafter pair is tied with a horizontal 4x4 located at about the exterior wall plate height (7'-10") and in line with the rafters. Roof sheathing consists of lx 12 boards. The roof eaves extend beyond the exterior face of the walls about 3'-6" and the roof barge (the gable end roof edge) is 1"-6" beyond the end walls. The 1996 remodeling appeared to include furring the interior of the perimeter walls 1-1/2 inches, probably to add more insulation. Paneling was also installed on the sloping ceilings. The existing foundation consists of a poured concrete apron slab around the perimeter walls. Drainage is poor on the uphill side, with grades sloping toward the building. At the time of our inspection on October 19, the small crawl space access well was wet, probably because of a leaking water line under the floor. Although the foundation conditions were observed to be irregular and clearances between the joists and ground were minimal, we did not observe any unusual decay in the floor materials for that area that we could see from the access well. • Puma Paw Cabin Stability December 12, 2000 page two The house was noted to be in generally good structural condition, with level floors and plumb walls. The roof was not sagged. Because the construction is "platform" framed (the walls are built on top of the joists), we believe this building may be readily moved to a new location by lifting the floor with shoring beams placed near the exterior bearing walls. An experienced house moving contractor with proper shoring and lifting equipment should be retained to accomplish this work. Please be aware of our following concerns regarding the building structure; 1. The existing 4x4 center beam under the floor joists is not adequately sized or supported in its present condition. A properly designed center floor beam should be employed when the building is moved and re- founded. 2. The bearing conditions and connections of the 4x4 roof rafters and the 4x4 tie beam could not be inspected because of' finishes. The connection of the tie beam to the rafters is critical for proper roof stability. Under design snow load conditions of 40 pounds per square foot, they carry up to 4200 pounds of tension force. Also, if the rafters are notched over the top plates of the bearing walls, the load capacity of the roof eaves may be significantly diminished. Notwithstanding the above concerns, this building has apparently withstood many historic winter loadings and may be considered adequately structured unless adverse conditions are discovered. An analysis of the roof framing indicates that it is code compliant to support a uniform 40 psf snow load, assuming the 4x4's are Douglas Fir material with a #1 or better grade classification, adequate connections and no notching. If an unconditional certification of the structure is desired, additional investigation of the rafter bearing and tie connections would be required. This completes our report. Please bear in mind that our investigation was necessarily limited to those structural conditions which were readily visible. No explorations were made that required removal of finished surfaces. Local conditions may be discovered which are of structural concern but which are not reported herein. Please feel free to contact me if you ha ` uestions or require further information. RECEIVED, DEC 19 2000 B & H -*0:12-4;.? ..�P Sincerely V ,r �. Robert ,� Pattillo, P.E. 3794 E *: A ;•V O .,k RMP/aks �r�i .'i'' ...:„9. 4r Up k- N11 facsimile copy: Studio B Architects, A{iA`t*��ez 920-7822 2x6 TRTD MUDSILL J°V/ Wb "T A.6. ® 4$" O.G. T.O.EXIST PLYIND I00'-0" EXISTING CABIN SUPER -STRUCTURE r.O.w. ir 214" MIN 44" EMBEDMENT #5 ® 16" O.G. HORIZ (2 -TOP) #4 VERT HOOK MILS • 16" O.G. T.O.F. q6'-6" 3" GLR LPG PO5T CAP TREATED 4x6 POST 2-16"0 MECH ANCH 3"FROMT$H 9 "x20" k(ALL FTG IAV! 2-#5 DONT FINN/131•4 DETAIL 3/4" = T.OEXIST PLYfID 1' 100'-O" 3-9 1/2"LVL BM 2x4 BRACE EA SIDE OF BM ®JST NEAREST POST -NAIL TO JST W/4-I6d A35 ikte 91,190 oisPa 1 IVeltamat*""C1V°t4 2x6 BLK'GIttc 2x6 BY 1'-4" TREATED SILL PLATE Mt 3-9/64 dla PONDER DRIVEN NAILS TO FTG 2-#4 EA PIA)" 3" GLR 2'-0"0 FTG/COL DETAIL 3/4" = 11-0" EXIST 2x6 JOISTS LPC POST CAP EA SIDE A35 FRMG ANCHOR EA SIDE POST T.O.F. GENERAL 51: 1. Pas ll rI Is based c Sul Code, i'±. 2. The Contractor si-= shoring and brace all adjacent strua 3. The Contractor sh.. shown oath archrtec hvmedately of disc 4. Notify Engheer if struchral 55tems 5. Design is for' Forte design of the axis! CONCRETE ANDf 1. All concrete shall strength wlthln 28 . air entrainment. r_ Height (stone). 2. Perform all cast Mlth 15pec1Flcatlore. ulldhg,,' ACI 3Dl- vide cold orhot ;- 3. Reinforcing steel *4 and smaller - *5 and forger - 4. Horizontal relnforr_. by lapping bars and providing corr.- lotion of reknforchc 301-0" (VERIFY) 1 :YTLL NOTES the fel edition of the 1,hlform =: a P5F snow load. be ,9ponsble for the temporary of a3ystems and protection a ®s. .1 writ') dimensions and elevations _rich! g Ings; notify Engineer oOngs are to be cut in -- mhaTical or electrical !terns. kIn Pi and roes not Include q st tune. VC!, STEEL `tih Xao P51 compressive Y,4_ re Type 11 cement with 4% -x:reaggregate shall be normal niac:onQ ete work In accordance For uctural Concrete For , cos noted otherwise. Pro - a h i rotectlon per AGI 305 * 306. ?11 dorm to ASTM A615. ad00 ,shall be made continuous 0ameters at all splices 1s. Fabrication and instal - l5,411 conform to ACI 315 t FOUNDATION PL.1AN I/4" = I1-0" FOUNDATION PLAN NOTES 1. Dimensions are to face of concrete, U.N.O. 2. Concrete walls are 8" thick, U.N.O. RECEIVED DEC 1 ?DPI TIMBER AND NOOD PRODUCT'S B & H 1. All timber construction (fight t heavy) shall conform to American institute of Timber Construction (AITG) aril National Design Specification (NDS) Standards. 2. All sill ppkites in contact with concrete or masorrTy foundatJon5 shall be Foundation Grade Redwood or Pressure -treated Hem -Fir #2 or better, designated for "Akx've Ground' usage as defined by the American Wood Preserver's Institute. 3. Laminated Veneer Lumber (LVL) shall be 1-3/4" thick and shall have the following minimum Narking stresses: Fb=2,400 P5!, Fv=285 P51, E=I,Bao,O(o P5I. 4 PAVE! .o ASSOCIATES ENGINEE 'll3 eR v AVEa1C P.O. BOX -13I GLIBIP 700 COLORADO 61602 (4To) 445-4643 Ono) 4.5-4421 max TI PU PAA RANCH CABIN FOUNDATION bARP IELD COUNTY, COLORADO DRr4$I EY, s.n PROJEOT ENS. .LR CHECKS, Sr. PATES. 12.14/00 REVISIONS ,mtereAtx d.zere erre • PRO Ho. MHO'S 9IIT TITLE FOUNDATION PLAN. DETAIL e NOTES i slur 4�..Y /J.1 OF. 1 2x6 TRIP MJDSILL W/ .5i3"(1? A.B. ® 45" O.G. T.O.EXIST PLYWD 100'-0" EXISTING CABIN --,� SUPER -STRUCTURE T.O.W. qcV-4/ " 24" MIN EMBEDMENT iI== #5 ® 16" D.G. HORIZ (2 -TOP) #4 VERT HOOK DWLS to 16" O.G. 4,6 T.O.F. q6'-6" 3" CLR LPC POST GAP TREATED 4x6 POST 2-1/2"4) MECH ANCH �3"FROM TI B q"x20" WALL FT6 W/ 2-#5 CONT F1'N/f3M DETAIL 3/4" _ P -O" T.O.EXIST PLYWD 100'-O" 3-q 1/2" LVL BM 2x4 BRACE EA SIDE OF BM ® JST NEAREST POST -NAIL TO JST W/4 -16d A35 2x6 BLK'& 2x6 BY 1'-4" TREATED SILL PLATE W/ 3-q/b4 dia POWDER DRIVEN NAILS TO FTG 2-#4 EA WAY 3" CLR FTT/COL DETAIL 3/4" = 1'-0" EXIST 2x6 JOISTS LPG POST CAP EA SIDE 6X6 A35 FRMG ANCHOR EA SIDE POST T.Q.F. 1 GENERAL. ST; - 1. Design tS bused on Building Code, Inch 2. The Contractor Ma shoring and bracing all adjacent str ai. 3. The Contractor Ma shown with crchltec_ lmnedlately of discr 4. Notify Engineer If cif structural systems F 5. Design is for found( design of the exist: CONCRETE AND REIN. 1. Alf concrete shall CP strength within 26 c. air entrainment. Cc weight (stone). 2. Perform all cast -In with "Specifications Buildings," AGI 301-; vide cold or hot we 3. Reinforcing steel sr a4 and Smaller - r 05 and larger - 4. Horizontal relnforcir by lapping bars min:. and providing corm lotion of reinforcing 301-0" (VERIFY) Ea Ea �1 ~-1 l � i 3-9i" LVL 1 3 -SPAN CONT LTJ fx J TUBAL NOTES edition of the Lhlform 'Lig 50 P5F snoPi load be responsible for the temporary "If all systems and protection of =5. confirm dimensions and elevations -al drawings, notify Engineer openings are to be cut In ▪ mechanical or electrical items. ion only aid does not Include 3 structure. "GING STEEL din 3,000 P51 compressive ; s. Use Tspe 11 cement with 4% .rete agg-egate shaft be normal lace concrete work in accordance or Structural Concrete For I, unless noted otherwise. Pro - :her protection per AC1 305 d 306 11 conform to ASTM A615. ode 40 ode 60 • steel shall be made continuous ml 32 diameters at all 501ce5 dowels. Fabrication and instal - :tee, shall conform to AC1 315. FOUNDATION FLAN 1/4" = I'-0" FOUNDATION PLAN NOTES 1. Dimensions are to face of concrete, U.N.O. 2. Concrete walls are »" thick, U.N.O. TIMBER AND 1,100D PRODUCTS 1. All timber construction (light S heavy) 5ha11 conform to American Institute of Timber Construction (AITC) and National Design Specification (NDS) standards. 2 Ali sill plates in contact wlth concrete or masonry foundations Shall be Foundation Grade Redwood or Pressure -treated Nem -Fir #2 or better, designated For "Above Ground" usage as defined by the American Wood Preservers institute. 3. Laminated Veneer Lumber (LVL) shall be i-3/4" thick and shall have the following minimum working stresses: Fb=2,400 P51, Fv=285 P51, E=1,800000 P51. B & H GENERAL CONTRACTORS, INC. 174 FLYING FISH ROAD CARBONDALE, COLORADO 81623 (970) 963-8639 FAX (970) 963-5909 RECEIVED DEC 11 ADO B&H PAFY II .C.c) ASSOC1AT-ES ENGINEER. 115 GRAND AVE311E P.O. BOX 151 GLEIU4 0D SPRIN55 COLORADO 81602 (410) 145-1645 (110) 445-4921 FAX 11:1 BE C4RUCATI! ae41ReR OR OI1 Rtt5E4 NTRCIX own* comic' Of PAT171.0 t+?'>•'urts bWelC PUMA PAVV RANCH CABIN FOUNIATION GARFIELD COUNTY, COLORADO PRAM BY. .JJR PROJECT ENS, -LIR GHEGKED BY: RNID DATES: 12/12/00 REVISIONS CPRDJ. NO. 1-11-4033 SHEET TITLE FOUNDATION PLAN, DETAIL 4 NOTES SHEET OF, I • 1 1 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.�C.r� .. .. . ...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; constructionand 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 'nun for and IMMEDIATELY BECOME NU L AND VOID. 7 Addres egal De This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. THIS PERMIT IS NOT TRANSFERABLE Phone 384-5003 109 8th Street County Courthouse Glenwood Springs, Colorado. ED DO NOT DESTROY THIS CARD P APPRO Date By IF PLAC D OUTSIDE - COVER WITH CLEAR PLASTIC INSPECTION RECORD Footing z- ,r- e)i }.. ) . Foundation Underground PlumbingInsulation c—i ot Rough Plumbing Drywall . Chimney & Vent Electric Final (by State Inspector) Gas Piping Final 6-,eg! a/ Electric Rough (By State Inspector) Septic Final Se p Framing (To include Roof in place and Windows and Doors installed). ,4P Notes: iiiiiiimil ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Phone 384-5003 109 8th Street County Courthouse Glenwood Springs, Colorado. ED DO NOT DESTROY THIS CARD P APPRO Date By IF PLAC D OUTSIDE - COVER WITH CLEAR PLASTIC