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HomeMy WebLinkAboutApplication- PermitNo. 5872 GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8111 Street Suite 303 Glenwood Springs, Colorado 81601 (303) 9454212 Jon Address 0406 Arrowhead Trail, Grass Mesa, Lot 46. Rifle Nature of Work Building Permit Usc of Building Manu. Home on Foundation Owner Jeff & Denise Lange. contractor Owner Amountofpermit5 476.46 Permit: 137.25 Plan : 89.21 Set Up Fee : 200.00 Paid $289.21 4-10-96 pate April 25 1996 S. Archuleta Clerk BUILDING PERMIT APPLICATION GARFIELD COUNTY, COLORADO MIII./,,L-a, II IV uuI I IIAICIG 11u1 r wail ...as vuvvv ay y. . • r...... .��• ..-- .....� ..-� \ r Joe ADDREssi , 33 7-677S" R 93 r LEGAL DESCR.1 �OT NO / ��CS/ BLOCK SUBDIVISION [ "+' ✓ /7s.7 i/ '�� if 2 OWNER %i-LcLDc,c,rg:se 167,, 9e ADDRESSaC�'I�r7'69 Oli 0 e ,/ PH. 611-`5352 WK. PH. %7 ,972 3 CONTRACTOR ief7L o ADDRESS PH. LICENSE NO. 4 ARCHITECT CR DESIGNER ADDRESS PH. LICENSE NO. 5 ENGINEER ADDRESS PI -l. LICENSE NO. 6 S.F OF BUILDING /90 0 S.F OF LOT HEIGHT NO. OF FLOORS 7 USE OF BUILDING 8 CUSS Or WORK: SKEW °ADDITION °ALTERATIONN °REPAIR °MOVE nREM�OV/E 9 J 2/0/ DESCRIBE WORK: Phfelitr #1 )74926eic ,/ost✓ V// if //0 ,YfC Ci4ri%O /J&ct2 J` / tile,7 `a!7 I 0 0 i.e..) ece---'y i s e ." -C, r 0 GARAGE SINGLE DOUBLE CARPORT SINGLE DOUBLE - `l DRNEWAY PERMIT; ON SITE SEWAGE DISPOSAL PERMIT i SITE PLA 11 VALUATION Or WORK'. $ X eke, ADJUSTED Q' PLAN CHECK FEE Q Rya ` PERMIT FEE %37, 5., SPECIAL CONDITIONS:/'/0 O a • )< S. s--“, _ , 7&Q . OO 7 / SCHOOL IMPACT FFFr� ,� oFix�.oC.) NO. OF BUILDINGS ON PARCEL USE OF BUILDINGS NOW ON PARCEL TOTAL FEE OCC. GR. CONST. TYPE NOTICE SEPARATE. PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS. OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITI-I WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAREGULATING CONSTRVCTI N OR THE PERFORMANCE OF CONSTRLI2`L, Iq,- j iCV,.Q. �� -�l,( � WATER SUPPLY / DATE PERMIT ISSUED 9 02S i6 SPECIAL APPROVALS REMISED RECEIVED NOT REOU:RED ZONING / V// HEALTH DEPT. FIRE DEPT. SOIL REPORT SETBACKS FLOOD HAZARD p1q� Siggn Df Ovnner, Contractor or authorized agev• ng,(ead' . m;.�. Dod not' a ahov.. ' MANUF. HOME q 0L 00 .0 O IS SitI A.. Ire OTHER /SO' O Building Department App ..(dale 4 Planning Department • • AGREEMENT 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 THE ISSUANCE OF THIS PERMIT THE SIGNER HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN IN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY THEN BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF THE SUBMITTED PLANS AND SPECIFICATIONS AND 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. Garform.003 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (IN $a89.a/ io-94 GARFIELD COUNTY BUILDING AND PLANNING MINIMUM APPLICATION REQUIREMENTS for SINGLE FAMILY DWELLING CONSTRUCTION including NEW CONSTRUCTION MANUFACTURED HOMES ADDITIONS ALTERATIONS and MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. Adequate and complete information will prevent delays in the plan review process. Reviewing a plan and the discovery that required information has not been provided by the applicant may result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor may be required to provide this information before the plan review may proceed. This causes delays because other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. If you do not, it may be helpful to obtain a book titled "Dwelling construction under the Uniform Building Code. This book 1s available to you through this department at our cost. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following check list prior to and during design. Applicants are required to indicate appropriately and to submit completed check list at time of application for a permit: 1 1. Is a site plan included that indicates the distance of the proposed building or addition to property lines, other buildings, set back easements and utility easements? Yes _g__ No u, Not necessary for this project p, 2. Does the site plan include the location of the LS.D.S. (Individual Sewage Disposal System) and the distances to property lines, wells (on subject/property and adjacent properties) , streams or water courses? Yes LNo (1) Not necessary for this project (2) 3. Does the site plan indicate the location and direction of the County or private goad accessing the property? Yes l% No a, Not necessary for this project (,) 4. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform buildin,code or per stamped engineered design? Yes _1./__ No (I) Not necessary for this project (2) 5. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and ear?" Yes L No (0 Not necessary for this project (2) 6. Do the plans indicate the size an location of ventilation openings for the attic,_roof joist spaces and soffits? Yes !-' No (I) Not necessary for this project (_) 7. Do the plans include design loads as required under the Uniform Building carie for roof snow loads, ( a minimum of 40 pounds per square fiot in Garfield County) floor loads and wind loads? Yes '✓ No (u Not necessary for this project (,, 8. Does the plan include a building section drawing indicating foundation, wall, floor and roof construction? Yes __IL_ No u, Not necessary for this project (2) 9. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes __I __ No (n Not necessary for this project (2) 2 10. Does the building section drawing or other detail include the method of positiye connection of all columns and beams? Yes __,Z=_ No (u Not necessary for this project (2) 11. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span betfieen the ridge and the eave down to existing grade contours? Yes ___ No .) Not necessary for this project r) 12. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase IT certifications or phase:II EPA certification? Yes No V (I) Not necessary for this project (2) 13. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 37? Yes No 1 (,) Not necessary for this project (2) 14. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the Uniform Building Code? Yes __L/' No (I) Not necessary for this project (z, 15. Does the plan include a window schedule or other verification that windo> provide natural light and ventilation for all habitable rooms? Yes _ __ No a, Not necessary for this project c2) 16. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent w such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes No (u Not necessary for this project (2) 17. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes 1/ No (0 Not necessary for this project (2) 18 Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from that association, if required by that association, prior to submitting an application for a building permit? Yes __V__ No (i) Not necessary for this project a) 3 19. Have two (2) complete sets of constructions drawings been submitted with thpplication? Yes L_ No a Not necessary for this project (2) 20. Is this ay application for the placement of a manufactured home? Yes __V_ No If yes, have you specified the size of the unit (min. 20ft x 20ft); live roof load (min.40#); wind design (min. wind speed of 80 mph & 15 lb. wind lot ); foundation design; method of anchoring? Yes No (,) Not necessary for this project (2) 21. Have you designed or had this plan designed while considering building and other co struction code requirements? Yes No _ !(3, 22. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield Building Depart' n nt? Yes V No (3) 23. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes __L=_ No (3) 24. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit Fee" as well as any "School impact" or "Septic system " fees required, at the time you pick up your building permit' Yes 1 No (3) 25. Are you aware that you are required to call for all inspections required under the Uniform Building Code including approval on a final inspection prior to receiving a Certificate of Occupancy and occupa y of the building? Yes 4/ No (3) 26. Are you aware that the person signing the Permit Application whether the "Owner", "Agent of the Owner", "General Contractor", "Contractor" or otherwise, signing the application is the party responsible for the project' complying with the Uniform Codes". Yes 1No (3) (CONTINUED ON NEXT PAGE) 4 1 hereby acknowledge that I have read, understand and answered these questions accurately to the best of my ability. 9-/-96 date Phone: 2,27-//993 (days); 913 -66S73 (evenings) Project Name: Project Address: Notes. Zd/yli &res__ �6z> 1i, /=/e (1) if you have answered "No" on any of these questions you may be required to provide this information at the request of Lite Building Official prior to beginning the plan review process. Delays in issuing the permit are to he expected Work may not proceed without the issuance of the permit. (2) If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review ate application and plans to determine minimum compliance with the adopted codes, please expect the following: A. The application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review. Delay in Issuance of the permit. Delay in proceeding with construction. (3) If you answered "No" to this question the circumstances described in tile question could result in a "Stop Work Order" being issued or a "Certificate of Occupancy' not being Issued. PerApp02.95 Effective August 15, 1995 5 ))7. PGL " de' /a/ �s /?e/ t 2,.c ticL6:Ji c /0 /e, uJe ,(2,-c/ to P_ f �we tr t'y „7a6 -1s c7 ,�/CrCP /I ;iy/ aY 6%o /l'' i -a 4� Pgii �/cz/��L:e/7� G'//?�hr /7?/jfc_ 676(te /.l`S cf%J�Lza'�/ed dj9er,h�d' ct /,l c% .7- 7(7/ 4311/i Peg s Zfi ,// PSs✓' lie_ Ocu�/9.5 J g1 -c t)/75 1Jc r %oP 1Pt7 1,2 S- 3 P �x"�lit G,ra �e xz'i7 e jay( 3D SC; [ONS (JOT 1NTY --.,., �T� IENI j1"moir'tis'11 ,2�I�._ FIT .. e� i_:f,D 'COPY NO eNr:iPECTiOI4 WITHOUT THESE ?LANS ON SITE Pate -------- et APR 05 '9fi 13 39 ATST FAX 5300 I-I'l AC- _,. 059b 16•o�bg As J fe ill. k nBDRI.,. HUO MEM- Q8,11,52. BERIAl NO. Na40U.11,0-47* LOCATION fr CkdOldEB 53135 BALF$P ONS CONFIRMATION01 ,11--J-`6P.O-1 /65X DVeN EXTERIOR Vlnvl S,Idjng Shutter? Slat %lnyl _1.5.11_,P., _HT Qoor, _•, F : .r Coha00 F,&,R ..,- Sleet Doo fl : 'Q213QLrl� _, f 8 R• Pond Beg. & R : . . Patio Door Vinyl Avium Liv )n I t mJjy D n odri - rngt tng e1 D.blo irml Dercner • 011npho_ Flowlna Ext Pllle B r re Whnoyv njgw W[ da .iQ a Bolden/1o! Window° ENt Wlndowa - Re0eoa BaykindgW Soo Print -yin , Walk ABoy • ciao t11 I :1 • :QW Window. mea H Box Bey • Soe Print OortjpOraW001ow • X90Print s'? HU rtlOs_Slragb _POS Raffle Shinglo per bbold Bowel 8x4 Wgtllowl -11 R001b-2$ -33 218 Wpll /R-1 All .2 UBQFIoor 2x8FlOor 2x10awe r1 it B BIII P1¢1Q Bawl Entry__ X Va IIIJ LHIU / •r4F_111 On. ( 7 .0 rime t 11 rMe" SC me,L - Rne Agol lap Zone Overhang 14ll3,4_Rool Vont . G Wnv SIj.47 ditto1¢x48 32x48 Ou ditto Rpoep V(Qtor &bytalIg -txl EF Fauoolo brass potanl1ght F & R Door Ohllmeg R;._30 See OA; 55 UBC Rolt toe Print Sue Print r Boo PrinI See Print INLETOE •,� corm Q4Ybroe k slriir ohei�'1Q--'Bi'�a111 Comet Pad ell {+ �j -Flle entry 950 KO STD TR 11LXE& All Oak Qouing 80110.14 DDD( Ro§Idorttlgl 'trim Coiling our c, PLC% hl o neoboero Pho�!pno�'.-IeaolLB 0 Soo MirCII�''�61f Fl� Rea See Pdlat i.v m/n/ fl F F4r warns***rr'��m[Oon[Pr lMbr/B R N LvRm / pq naemsrm / Don I PIRt7 Mbr / Bdljm N Sofa CPlnlr . , , , , Sid Qlx Colt No _jnd Bt0 QIN WISP N Mb,�Baii rti / PP enle RoV@at OUB 10109et _[eetura 'f rot _Jre��,.(aab Woodteener geeTirrou0tr .- ,. ggOOketrelvesw/Baso 9&b ea, eldolfrepl0co PLep Fan N ( L toe F/ln( Cu.IJLigg Fan N 1 FAD.14.9 Il L_ __�,__� L- p8hbl DoQrQ ftp, WhIlQlntenor 11008 TQir{ir rano0DoeL• Knockdowa Al Kitir WnRm/ban /Mbr/Pr0..... hounderd C,grner ford Huish N 1 1 $oe1rinl Stereo Spgakoruf Bee Erin LVRm /JC/SCI /Fmjim / Don / MO gntonalnropnt N ( ( Sao Prinl TC -IN _ Rets. 16`1r Clarke><3 E2'ex6 Qjr11T wnoomaker Pturntsayapeninor Raiga blx, egr5 EGO, ow Self Crean ` giresniso, r n DTefWnshor•Pl m0 wteOnl�(Oonly a-bTpu'e 11ThignIe - Tith• ed OIDOS D / konge Cfloore lana Dnffm §Fde t enano d Bar verhuad above bar WC �, CabineTEODre sie 1 `K:►a 413-------7- Axl. Buie CobinOte & Nevotheia d gvr auoo a w•lproyer Dee},; S Slit vest :Ink Sulfate Saver - �- - Pe Aplae StQ,. Oak Scrap' aid-• _ pr: enlGt groves FlourOsoenTho0ea9 N Lary uaan OQ, Kitchen blx,rnb Hardware binotto Std. oval ' widellor Std, 611x�}l Oaklsabineta Fronds IOIOn0rka UTI TTY WeshBT/ 6ryryerinstallod moose verhoad Linen 3•boor spit Std. N1 02 03 eund rroolr _ Water He or [ Qn 30.40 -60 UbeI aAhim.•Prot. PNmt& Waly� pit nor 9Jto%�ioalor - door Fumaoe aReT3 Eleo, WVrna our.. Perimeter Hoot 200 Am sONlce ANC Conduh Lauracub law 60 Door 1 1 t9 Dattt iFo EI o, Pen& Cover DATITRDQ 4) O Corner 3hr et lib °word!too `MUth/Slh•1 /Blh•E Std. Dix. tate Garrlerell lriji 1481h Ret. MUM) lois B I - 82 1 • Aishower .+TBBd Wi -bjh Il �InFsCroon, Tub _Coro/Aoki Sinks N Dli�at�i Va'nll, 111 B�Fi N *4 x 30 1UeN(rrrD�val NZ acr$ ih tT_AB_M-...�_.__ �M d _h �Bromic wrench ma • l 1,. Cale MBIh _ORL Lvrl`ouoof- po�t7i rens —` While Cab Opt Cilbinot Doors ,N1 N2 113 damn Coe, . all MBth SAO 02 IIC i` _ BDk Lrg. et fl Urh 11t NZ M5 Wgars CobJ/St".I i-111 -5Ih iWl N IT Ikell Int Dock 0121111. (AEU' M0Ir Br N ... r . Llneh - _ • trap C telnot Fnp Too Math To1YBljiaf Tissue Hider tnglrieating Foo PIIp Or Minor Zile SW Gee ea D—F-rQ,O simi0-hfl _ ..- 6hio-".'A, «A -Dense \ 50' we ,ung c Phelfil Irair 6 ,Pxis's /Lfes$ /bpo 9a,1-.5ePt4r%ik r ' a l tJn//41)41'pN�ege 7-53 rt 07/00 r<j- roy,155 cp66 dC ROAD o r) NIK 1/4 CORNER or o- 3 /tile, l foR H7m4, u praiN 5irth 1.15 ar BRASS CAP FOUND GCScR'P77ON SW1/48£7/4 SECTION 33 P n *P 1t' 96 (MON). 16: 20, CHAMPION HOMES -YORK TEL402 1662 7724 P. 002 0p E n b 0 0 c 0 z a n 0 5 r r + f 1 f t• f f +, ' 0 f i w I gf+ ♦ +f4 T 2 ).9 PI- E Hu NR • 2 2 a 0 NRI Cg an • ' e n 11 3 , fir, -0G 30" n' g E i or. z2� 2z'yriv-er 23 -4. -A.PR. "01' 96i,11ON•I .16:22 CHAMPION HOMES -YORK 2 I! Hail 31flnoa 11771c111 NV?d NOlIVQNflOA • TEL : 402 62 7724 P. 003 LL `i6 6G7., IA 4 re 11C1 99S" 13._©" 13'-4" 23._4" 1 Wd 42 26'-13" oisi 1���*1lggryqh 1 1_� a3a A+.,f m m 2 LI r 6 n -Ni m t -I ONQ Q^'S ~�.m r mm�09y Lch m: D Cd a al •• m -1:"' _ -1 Z Nm3 Fa! Er A --r '� .p rn l m: — F 0 I67�3 r1 Or rPi Z 8 �=b� I'll m m4 7. ig "- �'fl. . � ����� 77 A D u �r �F �z 0fi1i N T zm rn z, h; 3 [�a mA N iy -m. as m 9E m OYO m r110 N • y CI n N7 rn p r➢CP x 51 m A Fi It z m ryz V m 24' WIo 26' WIOE 2B' WIDE" =4119-6: NON/ 1fi:23 GHAMPION HOMES -YORK -*Pa R o qQSqns 2 3. TEL:402 362 ril o 7724 P. 004 AR n :6 EI b 8 z - ii; I )91'i 4 1 1 1 nE -�a 2 m m m m -` 3. P2 wp "6I\ 1112 at m n 0 Le! a •,;;- 45 45 RECL APR: =O1' 96 (MON) .16.24 CHAMPION HOMES -YORK 10 1 r C isC3 C v ren n m e Ov z m NOf1O9S 9NIQ71f19 W TEL:40213:62 7724 P. 005 02 Ar Will/IIIIILL_.------��11IIJU in OM ny 0 11V9 SSIT1 3914 11 L.; m 11.3 W kirre130Nf1 379NIh ASPI-ALT or FIBERiL455 SNINk LES R. 21101' 96 (MON) .16:24 -OHAMP 1 ON HOMES -YORK ims uuG -11 g p NOILVA313 NV3el tOR7'-a• Iz 1 11 r cp 0 m m m 0 9 TEL:4002f362 7724 P, 006 IE - 1 '-RPR. -I)1' 96 (MON), 16:25 CHAMP ION HOMES -YORK I' TEL:402.362 7724 Table 4.4 : Allinimum Footing Size In Pier Capadly 2.500 3,000 3,500 4,000 4,500 5,000 5.500 6,000 6,500 7,000 7.500 8,000 8,500 9,000 9,500 10,000 10,500 11,000 11,500 12,000. 12,500 13,000 13,500 14,000 14,5 15 500 16,000 18 1 aal dty C (Ef) 3000 18 X 18 16X 18 18 x ii 4000 16 X 18 16X 16 18 X 16 1000 i--- 19 X 19 21 X21 122 X 22 2003.,. 16 X '18 16 X.16 18 X 16 _ 24 X 24 25 X 25 17 X 17 ' 16 X 18 71 18 16 - 18 X 18 18 X 18 • X 16 , 27 X 27 19 X 19 18 X 18 18 X 16 X 28 20 X 20_ 16 X 18 X 18 X 213 21 X 21 17 17 16 X 18 3 X 31 22 X.22 18 X 1816 X' 16 32 32 22 X 22 X 18 16 X i8 33 33 23 X 23 19 X 19 18 34 X X 18 20 X 20 17 X 17 35 X 25. 2d,' X . 20 17 X 177 36 X 38 A X . 25 X X. 26 21 X 21 211 X 21 . 18 X 18 18 X 37 X 37 38 X 38 27 X 27' 22 X 22_ 18- 19 X 19_ 39 X 27 27 ..22 x 22 19 X 19 40 X 40 • 28 X t.: " 23 ' X . 23 20 X 20 " 41 . 41 29 . X � 23 . X 23� 20 X 20 X 42 29 x 29 4 , X 24 21 X 21 - 42X 42_30 X 30 . 1 X 24 21 X-21_ 43 X 43_ 31 X 31. 25 22X22 44 X 44 31 X 31 25 25 22 X 22 . 45 X 45 32 X 32 28. X 28 22 X 22 48 X 46 • 32 X 32 28 X 28 23 X 23 46 X 48 33 X 33 27 X 27 23 X 23 47 X47 33X 33 ' 27 X 27 ' 24 X 24 48 X 48 34 X 34 4 28 1 X 28 24 X 24 1 Ms,ximum Footing Size per Fooling Thickness Si' vie Block or Cana. Pier Bingle or pouble : eel Pier D Ie Block or Quid Piers No les: e Minimum Footine Thickness On 4 6 10 Notes: 1. Footings to be placed below frost line, 2. Footing sizes shown are forsquare pads and are based on the area (square inches) required for the load. 3. Minimum footing thickness table below shows maximum size footings. 4 Na 8503593 STATE Or °,► .r4oIAtfl. rr°r4l �N —T-9 12 16 37x32' 40" x 40" 1. [Concrete piers are 8" x 16" bate 2. :Steel piers are 12" base minimu minimum. m. • 5' P, 007 i( ) 'APR. 96 (MON). 16:26 CHAMPION HOMES -YORK Mlimmommmlommeals Table : Main Beam Pier Loads lbs (Frame Ellocking Home 1101 (ft) Max. Over -Hang (irt) Pier Spacing (ft. o.c.) 12 single 8 are! 18 8 24 double 28 do' rhle 18 • ' 6 • 4 14 sinlie 8 ;$ and • 16 •- -18 28 dot ble 414 16 sirbile and 4 4 32 double 4 Table 44 :Mair Seam and Perimeter Pier (Framejjt Perirrier• wad dan) Home VVIcIlli (ft) Max. Over -Hang (in) Pier Location 12 sincife and 24 doul 11=1•amm.inal 28 double 14 sing,limr and 28 double 18 Man Beam Perimeter Main Beam Perimeter Main Befillik TEL:402 362 7724 P. 008 /el Design Roof Load 20 I 30 4500 3400 2200 4900 3700 2500 5100 3800 2500 5500 4200 2800 Loads Ube} Pier Spacing (ft. ex.) 8 NMI 5000 3800 2500 5800 • 4200 2800 5700 4300 2900 6200 44300 3100 (Oaf) 40 5600 4200 2800 6200 4700 3100 6300 4800 3200 6800 5100 3400 Design Roof Load (psf) 8o 80 2500 1900 1300 4200 2800 2100 1400 4600 non 18 2200 1400 Perimeter 4700 marriage wall pier capacity same as perimeter pier capacity and shall be spaced 4 ft. etc. 8 16 2500 1900 1300 5400 2800 2100 1400 5900 2900 2200 1400 6000 ° APR. 11' 96(MONI J6 :17 CHAMPION HOMES- YORK • TEL:402 3'62 7724 Figure 4.4: Typical blocking diagram for multi -section homes Front (Hitch) F--- ,f-- --i ------- a--; -----® -- — Main Seam ■ — - -- .Ir-- - -IB - — - -Sl— - -- - { F--- IF--- —c---- __ Main Beam 2' minimum 2' minimum Illi Frame support I: Perimeter support if used E Blocking at Doors, Bay Windows, etc. Notes: 1 See Table 4.1 & 4.2 on page 16 for required pier capacity and spacing. 2 See Table 4.4 on page 18 and Section 4.2 for footing requirements. 3 Piers shall be located within 2 feet from both ends. 4 Piers shall be located at each side of all perimeter openings greater than 4 feet. This would include doors, recessed entries, large bay windows and porches. See Table 4.3 on page 17 for pier capacities. 5 See Table 4.3 on page 17 for pier capacities at Large marriage wall openings. 6. Perimeter support recommended for Gypboard tape and texture homes. 20 P. 009 -APR. -01' 96(MON), 1.6:27 CHAMP FON HOMES -YORK ro tg� r w 1 TEL:4021362 7724 top 'tea a SfO H V i� xv^ 1-Ir i4 --1 rnnn tz vC,n 4444 PRF 111-t : arra-. b tP Pg r. s en/£ir4i n/ PR PPP rnP'� !7 717,1 !CYC 9 L a flay ial'}a gbh?Y 432 C 01101111in -q INN EZ g Ofi 11d, Is 011 P 9 I r agg? nmhiJn^nn :iii ...n E..,_, .tele P. 010 -n•n, qui nn_rn_....0 4P R. -011 96 (MON1 16:23 GH,AMP I ON HOMES -YORK TEL:40213'62 7724 P.011 1 APR. -01' 96(MON)` 166;28 CHAMPION HOMES -YORK TEL:402 1362 7724 P. (112 §32.80.305 Wood Sliding Patio Doors Water Repelle n. Preservative Non Pressure Treatment for Millwork Standard Test I.fethods for Puncture and Stiffness of Paperboard and Corrugated and -Solid Fiberboard - Standard Test 'otethods for Direct Moisture Content Measurement of Wood and Wood -Base Materials Standard Test''>tethnds for Use and Calibration of Band -field Moisture Meters O"R Standard Sped Nation for Gypsum Wallboard FASTENERS Application and. Fastening Schedule; Power -Driven, Mechanically Driven and ManuIllly Driven Fasteners -HUD -FHA Use of Materials Bulletin 'UNCLASSIFIED American Socii:ry of Civil EnO.neers Minimum Desisn Leads for Buildings and Other; Structures • Performance Srandard for Wood -Based Structural lise Panels Safety Performance Specifications and Methods of Test for Safery Glazing Niaterials.'Used in Building (c) Wood products shall be identified as complying with the appropriate standards.' NWWDA-I.S.3-8S NW WDA I. $.4-81 ASTM D781-68(73) ASTM D4442 ASTMDItt1-92 ASTM C36-93 UNI -2: d-73 ANSI/ASCE 7-8S [_A, July. 13, 1994] PS -2-92, APA (Also knots as NIST Standard PS -2-92) ANSI Z97.1-1984 §3280.305 Structural design requirement_.. (a) General: Each manufactured d home shall be desisted and constructed as a completely integrated structure capable of sustaining the d:siga load requirements of tins standard and, shall be capable oftranvsmitdng these loads to stabilizing; devices without exceed lug the allowable stresses or deflections. Roof framing shall be securely fastened to wall naming, wails to roc smicr re, and floor structure to chassis to sell ire and maintain continuity between the floor and chassis, so as to resist wind overturning, uplift and sliding as imposed by desigt loads in this Part. Uncompressed finished flooring neater then 1/8 inch in thickness, shall Jot extend beneath load-bearing walls that are fastened to the floor structure. [A, July 13, 199.3] [D-2-76] (b) Design Laa s. (1) Design dead byric Design dead loads shall be the actual de 4 load supported by the structural assembly under consideration. (2) Design live 14xrds The design live loads and wind and snow loads shall be as spxified in this Section and shall be considered to b'; uniformly distributed The roof live load or snow load shall not be, considered as acdng simultaneously with the wind Load t nd the roof live or snow load and floor live loads shag not be considered as resisting the overturning moment due to wind. (3) When engineering calculations are performed, allowable unit stresses may be increased as provided in the doa rnents referenced in §:280.304 except as otherwise indicated in §§3280.304(bX I) and 3280.306(4 [A, July 13,1994] [0-3-76] (4) Whenever tl le roof slope does not exceed 20 degrees, the design horizontal wind loads required by §3280.305(cx1) may be detetttined withoirt including the vertical roofprejection ofthe tnameact ,red home. However, regardless of the roof slope of the manufactured home, the vertical roofptojection shall be included when determining the wind loading for split level or clerestory -type Ioof systems. [A, July 13, 1994] • (c) Wind stow, tmd roof lards. (1) Wind loads - design requirements (i) Standcr1writd finds (Zone I). When a matn:tct red home is not designed to resist the wind loads for high wind areas (Zone II or Zone 111) specified in paragaph (cxlxii) of this aettion, the manuThctured home and each Of its wind misting parts and portions shall be designed for horizontal wind loads of not less than 15 psf and net uplift Toad of not less than 9 psf [A, July 13, 1994] (i) Wind lcads,'br high rind areas (Zone II and Zone Ill). When designed for high wind areas (Zone 11 and Zone III), the manufacnred bane, each of its wind resisting parts Cmcludirng, but not limited to, shear walls, diaphragns, ridge beams, and their fastening and anchoring systems), and its components and cladding materials (ncluding, but not limited to, roof ruses, wall studs, exterior sheathing, roofing and siding materials, exterior glazing and their connections and fasteners) shall be desiwred by a Professional Engineer or Architect to resist: (A) The design wind Loads for Exposure C specified in gcSIIAS$ 7• :.S, "Nfuimum Design Loads for Buildings and Other Structures," ibr afiiy=year recurrence interval and a cesimi wind stored of 100 mphas specified for Wind Zone ]I. or 110 mph, as specie 1 for Wind Zane III (Basic Wind Z one Map); or [A. Jt. ty 13.1994] yIAA.,-, =APR, -0I' 9b (HONG ;6H2.9 2.9 CHAMPION HOMES -YORK (B) The wind:n sures specified in the foiownin Table; TEL:402162 7724 P. 013 §3280.305 Element [A, July 13, 1994) Wind zone 11 design wind speed 100 MPH Wind zone NI design wind speed 110 MPH Anchorage Igor lateral and vertical stability (See §3280.306(a)): Net Horizontal Drag''= ' =39 PSF 3x47 PSF Uplift; 5-27 PSF -32 PSP Main wind liorce resisting system: Shearwalls, Diaphragms and their Fasteningand Anchorage Systems' =39 PSF =47 PSF Ridge Beums and other Main Roof Support Beams (Beams supporting expanding room sections, etc.) -30 PSF 736 PSF Components and cladding: Roofirusties' in all areas; trusses shall be doubled within 3'-0" from each end of t he roof '-39 PSF 5-47 PSF Exterior rsof coverings, sheathing and fastenings4•6•' in all areas except the fc. lowing 5-39 PSF ` 47 PSF Within 3'-0" from each gable end (overhang at end wall) of the roof or endwall if no overhang is provided 4•67 '-73 PSF 5-89 PSF Within 3'-0" from the ridge and eave (overhang at sidewall) or sidewall ifno eave is provided.467 5-51 PSF 5-62 PSF Eaves (Os erhangs at Sidewa!ls) 467 5-51 PSF 5-62 PSF Gables (Overhangs at Endwalls) 4.6'5 5-73 PSF 5-89 PSF Wall stuck in sidewalls and endwalls, exterior windows and sliding glass doors (Itlazing and framing), exterior coverings, sheathing and fastenings' Within 3'-0" from each corner of the sidewall and endwall ±48 PSF ±58 PSF .All other areas =38 PSF =46 PSF NOTFS: 1.Ilenethodzoraaldragof-S391'SPtobeusedincalotta/int Anchorageforlateraland\TerticatStabilityandforthedesignofMainWmdForto Resisting Stn is based on a distribution of wadi pressures of 401 or+24 PSF to the windward. wall and -05 or -15 PSF to the leeward wall 2. Horizontal drat I pressures reed not be applied to innfpiojct.ions rotten the roof slope dos not exceed 20 deees. 3.+ sign would mean pres nesareactingtowardsorontbesmxbne;-signne ttspresauesateteringawayfromthesuw^rue;±signmeatsfords canal in either d region, towards or away from the srriznt 4. Design values iu this "Table" are only applicable to rod slopes between 10 demees (nominal x'112 slope) and 30 degrees 5.11* design upl,i: presaues are the same whether they are applied normal TO the see &tbe Iroofor to the ltprizort al project;on of the root 6. Shingle roof cn inning that are secured with 6 Pg rt per shingle through an undedaynauayinch is cemented to a 3/8" swcmrat raced roof shtazhing need not be evaluated for thew design wind ptesaues. 7. Strum:cal rated mot sheathing that is at least 3/8" in thidmess, imaged whit the long dinterrcon pelp[vdiaaar to roof framing supports and 5 ndwithflapgasat4"onwriterwithin3'-0"o&eachgnbleendorettdwaiiifnornm-1=gisproddedand6"oncenterinallolarareareednot In evaluated for ileac design wind pressures. 8. Exterior wvedi: is that are secured at 6" o, c, to a 3/8" saucmral rued stmrhing that is fastened to wall flaming members at 6" on =titer need not beminted for dies dc5ipt'Wind prattles. Cop:aigltt 1994 :SP, Inc. S-13 Revised 12/94 APR. -0'1' 96 (MON) .16:30. CHAMP ION HOMES -YORK §3,120.3s (2/ Wind /cal, — n desigturtion {A, July 13, 19941 The Wind Zone ark. spec wird design load requirements are determined by he fest basic wind speed (mph) within each Zone and the intended forcion, based on the Basic Wind Zone Mao, as ibllows: () Wind Zon J Wind Zone I consists of those arras on the Basic Wind Zone Map thai'are not identified in paragraphs (c)(2)(ii) or (iii) of this sermon as beim within Wind Zone II or ILL respecth ;ly. ('u) Wil Zone .If 100 mph The foliming areas are deemed to be vithin Wind Zone II ofthe Basic Wind Zone M p. Local 17venvnenrs: The following local governments lid by State (counties, unless speed otherwise): Akibant2:Baldwin, and Mobile, Floridc All commis except those identified in paragraph (c)(1H i)(C) of this s oa as within Wed ZOne III, George: Bryan, Camden, C:hazam, Glynn, Liberty McIntosh Louisintrta: Parishes of An-gdia, Allen, Ascension, Arssumption, Ctllcasieaa., Cameron, East Baton Rouge, F.ast Felice Evan, i Bite, Iberia, Iberville, Jerson Davis. LaFayyette, Livia gston, Pointe Coupee, St. Helena, St. lames, St John the Baptist, St. Landry, St Martin, St. Tann-nany, Tangipaboa, Vermillion, Washington, West Baton Rouge, and West Felici;'fna Mthne: Handcock and Washington. Massae to&omits• Barnstable, Bristol, Fakes, Nantucket, and PlynnoutIL Missis ppi: George, Hancock, Harr sdn, Jackson Pearl River, and Stone. North (roll aa: Beaufort, Bninswick, Carrdern Chowan, Cohn 'bus, Craven, Currituck, Jones, New Hanover, Dnsloin, Pamlico, Pasquotank, Pender, Petirquimans, Ty. rely and Washington South C w•oltraz Beaufort, Berkeley, Charleston, Colleton, DorcHster Georgetown, Horry, Jasper, and Williamsburg, Texas: Aransas, Brazorra, Calhoun, Cameron, r Chambers, Cralvaston, Jefferson, Kenedy, l ,]eberg, Matagorda, Nur c Orange, Refugio, San Patricia, and Wr Pimm:ic is Ci#ea of Chesapeake, Norfolk, Portsmouth, Princess Anne, and Virginia Beach_ (id) Wind Zoite 1ff 110 mph_ The following arms are considered to be within Wind Zone III of the Basic Wind. Zone Map: (A) Sues ctrl Territories: The entire State of vvaiL the coastal regions c f Alaska (as determined by the 90 rrtph isowh on the NsTSI/ASCE 7-88 rnap), and all of the U.S, Territories of Ar,ierican Samoa, Guam, Northern Mariana Islands, Puerto Fico, Trust Territory of the Pacific Islands, and the United S.rtes \rirgin Islands, (E)Lei dol V 11in4M x•: M.= f4 liovYing local governments Bred by Sura (c )unties. unless specifi5d. otherwise): f' TEL:402 62 7724 P. 014 F7oridr Broward, Charlotte, Collier, bade, Franklin, Gulf, HEndry, Lee, iNilarthi, Manatee, Monroe; Palma Be h, Pinellas , and Sarasota Lorsisi :Parishes of Jefferson, LaFourche, Orleans, PIaquem nes, St. Bernard, St. Charles, St. Mary, and Terrabonne,' North CCirolrta.- Carteret, Dare, and Hyde. (v) Considerceion ofto ad requirements: For areas where Local building code requirements exceed the dem wind speed requirements of these standards, the Department will consider the adop tion through ruling ofthe more stringent r quirenits of the State or lox 1 budding authority: (3) Snow and Roc f Loads_ (i) Flat, curved and pitched rooS shall be designed to re k rte following live loads flied downward on the,horizorrtal projection as appropriate for the design zone rnarkt on the rr .t ufacmr d home: Pounds per sage foor North Zone 40 Middle Zone 30 South Zone (i) Fore pos rOE in areas (mountainous or other) where snow or wind records or experience indicate sr cant. differences from *loads loaads stated above, the Department may establish more striigent requirements for homes known to be destined for such ureas. For snow loads, such requirements are to be based on a roof snow Ioad of 0_6 ofthe gi'ouud snow load for a., s exposed to wird and a roof snow load of 0.8 of the ground snow load for sheltered areas. (w) Eaves and cornices shall be designed fora net uplift pressure of 2.5 dines the design uplift ^wind pres,ure cited in §3280.305(cX1)(i) for Wind Zone 1 and for the design pressures cited in 32S0,.305(cX 1)(iii) for Wind Zones E and 1I [A, July 13, 1994] tip right 199: CSI', Imo, S--14 Rmised 1194 -APR.-01.96(MON) 1.6:31 CHAMPION HOMES -YORK TEL:402 362 7724 P. 015 Basic' Wind Zone Map for Manufactured Housing NOTE: See Section 3280.305(c)(2) for areas included m each Wind Zone. \L"91 WA OR j 1D MT ND aaurprs / owe r ogra 7:11111111 ir VT NH �f. PA ' \ II, 1N 0f; C7 4 N7 r WV KY VAy ottrc Zone ! T1 .d el a Qf4 HI WHOP IAA7 LONE MAP North Biddle south 40 PSP (Seen) 30 RSP Mev) 20 PSF fL nia r) Copyright 1994, CSP,Tnc. S-15 Revised ri/94 1 iliac -CAA 9 Sa Vial rile 1 fti►I: IVAH L IC rVIlL1Ca�� THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT 1 GARFIELD COUNTY, COLORADO Date Issuedd.(. oned Area Permit No at7 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 C unty Building Inspecr and IMMEDIA�'I LY BECOME NULL A ID. + ,,A) Address al R pt�D r i' *l h e , /kitFlew- Owner - Contractor 6(4)&1 Use Setbacks Front ° Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing a $ - - 9E YMKe 50.927-.6 s-?( _ t 7:-)t. Itikeilitittn✓i HIz'J,-/</vy 9.;F(r -,.r Underground Plumbing Insulation Rough Plumbing Drywall Chimney & Vent Electric Final (by State Inspector) 549- "°"' Gas Piping s _,,,7...2,, 9 , _T2, Final ,S--PY--t 'TA,%c Electric Rough (By State Inspector) i1l) �d'/` Septic Final s 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; 0 ED DO NOT DESTROY THIS CARD 445;* Date 1+By