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Home My WebLink About4906GARFIELD COUNTY BUILDING, SANITATION and PLANNING DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 (303) 945-8212 •~c 04()06 1-~- 45B47 Highway 6 & 24, Canyon Creek, Glenwood Springs JobAddress _______ _:;__c__ ____ _:__ _ __:c_ ___ __c _____ __:c__c.___ ___________ _ Nature of Work Building Permit Single Family Dwelling Unit w/Dou.ble Garage Use of Building ---===-=-==:o._=====--=-=---=--===--==------------------ Owner ____ __:p,~,o~yLl=e=-~&--"C~i~n~d~y--'S~t~i~l~l~m~.a~n~.---------------------------- Cc itractor ____ O=-wn=e='r=---/=-S=t:=i:=l=l=m=a=n'-'C='o=n=s=' t:.:.r=-:u=-c=-t:::i=-o=-n=-------------------~------ An, ou nt of Perm it: $ ---"8.:o4c.c7_,._,,2"'B'--------- White -Treas. Canary -Office Pink -Applicant Gold -Duplicate Permit: 513.50 Plan 333. 78 S. Archuleta Clerk GARF! ELD COUNTY APPLICATION FOR BUILDING PERHIT PERMIT NUHBER __,_t/=_,_Cf_O_,_p __ , plecise print or type DATE /I !) 1 Z 7, / '/ •/,.';i Assessor s Parcel 11 · Q2 TO BE FILLED OUT llY /\l'PLlCANT _________ P_. l_"O_T_l'_L_llN __ 9-__ ;l; __ 7 __ =[/~-· "' D .... u ;,l .... 5 u CLASS OF WORK "IEW --=C?' ___ ALTERATION ______ ADDITION ___ _ /JENO LISH REPAIR MOVE •'IOBILE 110/IE (make/model) S.F. OF BUILDING /:L t>O S.F. OF LOT I-/j ACRES /I OF FLOORS llEIGllT 2 5 -. I! OF FAMILY UNITS / #. OF BEDROOMS 2-- INTENDED USE OF BUlLDING VlkATiOiV ftOfJ.J E GARAGE: SINGLE DBL vCARP011T: SINGLE DBL __-·· r'IREPLACE -==w==o=o=. L='.)=·=5=-:=-'=c=·· =;·='('=·=· ======== DOCUHENTS ATTAC,~ll=E=D~~----- 1\'ATER suPPL1-li!Efl ___ . _ _:,ni:,. .._, / 9-r1 Lfl'~> DRH'EWAY PE/l/1IT ' t 1\$j /1.li !,' c ;; .'Tti"0 .. ·;: L; SITE PLAN "/ ----------------------BU I LD ING PLANS v,_· _______________ _ SANITARY SEWER CLEAllANCE ON SH'E SEf'/AGE DISPOSAL PERMIT ---------- OTllER DOCUMENTS (specify) FOR OFFICE \"ALUAT ION __ 'Z,L.iL+.-_,f--cS~J'L:..' ~3"-"'0'------~~~--- l'ERl!l"T FEE $%2LJPLAN CHECK FEE $:JJ),[y 'l'OTAL FEE $ ?i'fZ 2VSC!iOOL I/1PACT FEE $ _,,jliii~- IJATE PERMIT ISSUED ~ J,-0 .- ZONING DISTRICT--------------- 'l'YPE OF OCCUPANCY -'-'f<,.__-"'.3;;,,.-_ • ....Lr-'f_.:__:._f _______ _ 'l'YPE OF CONS1'/WCTION _(L.'.==",_,f.l:__ _________ _ S.F. OF BUILDING2;i_-"J-=0 __ S.F. Ol' LOT ___ _ MAX -I/EIGHT ,2=0"'-_, _____ ROAD CLASS. SET/JACKS FRON PROPERTY MNE: F'RONT ~ 2() 'f 1 llEArt'J-,S/ RIG/IT ,/V_,:___ ___ LEL'T ---- OFF STREET PARKING SPACES APPROVED: \ ' \ \ FRONT PROPERTY LINE //'""C)I' 11',, ; ),·,.f, STREET NA/IE/ROAD NU!!BER '-!0 :;, 't I , ,V\/ i') ,, l•i C/lECK IF CORNER LOT ' DESCRTP1'ION OF f'10RK PI NNED _!..=~:_., o..b;cO_· _-~_;'-_'>'~.'_i~ .. -- L t) (7::; /-.' ;·:;\;~ V\J r-··t,1 \'. L, i::~~,:· 1' ,, that I have read this FWOD llAZARD CERTIFIED DLDG ELEVATION ----------- SPECIAL, CONDITIONS -------------- PROBLE!!S v!TTH PERMIT ------------- ADDITIONAL INFOllMATlON NEEDED -------- CE!l7'IF.rED BY COLORADO REGISTERED LAND SURVEYOF OR ENGINEER /'.t_nppo1Tpn: -6 Ae,r~Es - ··--,., .. -.. --,- ' 13LM pp OP[RTi( L/J.Jc f,jl'3T 130o' --·----·------1 __ T ___ , ____ ' \..()_ - "' ---,------ 'PLO r PLA rJ !Ok 1<, oY Le f c 1NrJ~ '31" 1 Ll..fa!A/\/ "\S 8 '17 Hwy t,.; 'l4 6\EtJwooo Spw<..uv9s, Co 'S!bDI -256'1 lfJ ,c-.l -- ! ' - -. --- - -__________ , __ _ --->---1-----, 0 ------------~ -1------1-- -!----·---·-- -!--- ?c (> ~- -·----f't\- :-1!-:" i - I ~--'-t- i ~- r - - -I --- --. ~-"---, ____ --- 1 I - I - . -· ------- ----\ . I -1-------~---~---~-. ·· -'eo') ,;-:°'"''""~~ ~ ,,,!,.N:,~ ~J;~~ c ' \ --- l r: -1 ------. . J P01Alil~ ::r-6 t ., ~ ............ I .I AccE?:; ~oAD c t\BDuT Y-; N1tt: iri f\"')'/ b.f 111)~ ~ i --i -- _0 kDR\.L).fD WE.LL .. ' -·------·---' -; --, - 10-0 well -Iv creel-<'... ,, pteo'PosGJY 517£ l.fll ® @ -- ~ @ T • r .... ..... 7 l;H[C11tO 8-fhtt.t' •••.• ,, •..•.. .... • ' •. \,J. ·'· .. " ·~ ;\/-=--~ .. "" ""~ "'-i12.!J·J~ .. v.;.·;:i:.: At.i;,,~hnfE<;t to Deed of Trust dated 10/12/90 between Jill C. McKennis, Lender, and Royle Eldon S.t1llman and Cynthia Marie Stillman, Borrowers ORDER NO: 90010074 EXHIBIT "A" PROPERTY DESCRIPTION ll tract of land situate in the Southwest 1/4 of Section 25, Township 5 Sduth, Range 90 West of the 6th ~.M. being more p~rticularly described as follows: Beginning at a point in the center of Canyon Creek whence the Southwest corner of said Section 25 bears S. 39 degrees 45'59" W. 1699.76 feet; thence along the center of Canyon Creek the following 8 courses: 1) N. 3 degrees 33' 39" w. 43.25 feet; thence 2) N. 14 degrees 17'12" E. 127.03 feet; thence 3) N. 24 degrees 04' 47" w. 405.40 feet; thence 4) N. 04 degrees 59' 02" E. 20.66 feet; thence 5) N. 04 degrees 59' 02" E. 270.22 feet; thence 6) N. 22 degrees 20'20" E. 176.98 feet; thence 7) N• 27 degrees 18'55" w. l.65.76 feet; thence 8) N. 16 degrees 59' 39" w. 167.42 feet to the North line of the NW 1/4 of the SW 1/4 of said Section 25; .~ .. thence N. 09 degrees 11:15" E. 307.17 feet along said North line to the NE corner of said NW 1/4 of the SW 1/4; thence S. 00 degrees 25'16" "· 1300.73 feet along the East line of said NW 1/4 of the SW 1/4 to the SE corner of said NW 1/4 of the' SW 1/4; thence s. 09 degree~ 24'49'' w. 200.35 feet along the South line of said NW 1/4 of the SW 1/4 to the Point of Beginning. COUNTY OF· GMlFIELD STATE OF COLORADO TOGETHER WITH a right of way easement for ingress and egress from the subject p·roperty to an open public road as now in place, being 20 feet in width. Lender reserves an undivided one-half interest in and to the existing well located on subject property together with a 15 foot easement thereto. TOGETHER WITH, BUT WITHOUT WARRANTY, .016 cubic feet of water per second of time in the Johnson Ditch No. 820, Priority Number 260 dated May 10, 1950. .:.;,-t!1"-' .. ~··· --~ • MATTERS NOT OF PUBLIC RECORD SECTION 8. (b) Residential Contract to Buy and Sell Real Estate Regarding: lflc/W/v /Vi > Legal )o~-dfi4uh-n Street Address Seller hereby discloses to Purchaser the following matters which may affect the Purchaser's consideration to purchase the subject Property. Seller affirms that as of this date this list is a full and accurate accounting of matters of which Seller has personal knowledge. , / . . .. , . . 0\ o alz54) _~1&ro fy{"t/{ -tct'1J' ".--r"!f''~,.;62__~.--ez<: 'd:;;t'J:: o ~'~x(./ a.'"Q L(qr<e-c;P/"fj'ti6·c ,, rd:d acce ,(j; 70 ~QC/·l'f\~ ~ZZ-10 Sel r Date Seller Date -- " (S) Q § 0 3 z lJJ _j "' u &i 0 f- u z ~ ~ -~ n:: f- ~ LR &l ~ en .,... I .,... .,... , - t:J 0 LUMBER SPECIFICATIONS rap Choro 2x 6 ~ 2100F-1.6E NSR SPF/ESLP TC Pi8CB 3 4 2x 6 • IS50F-1.5E MSR SPF/ESLP Bot Chard 2x 6 ~ 1550F-1.5E MSR SPF/ES~P ~ea Piece E~ 4 ~ STUD W. WOODS WEB Pi~CB 3 4 2X 4 • 16BOF-1.5E HSR SPF/ESLP BEARING RE~UIREHCNTS BEARING ACT. SIZE REG. SIZE LBS Bi 3.99 In. 2005 BL 3.9!3 In. 2005 BEAHINGS MUST ACCOMMOOATE HORIZONTAL MOVEMENT. ICBO: THIS TRUSS HAS BEEN DESIGNED IN ACCORDANCE WITH ICBO RESEARCH REPORT 1607. R-5000 HOLDING VALUES ARE 203 PSI JN SOUlHERN PINE/DOUGLAS FIR-LARCH AND 152 PSI IN HEM-FIR/SPRUCE-PINE-FIR. THIS TRUSS' IS DESIGNED USING THE UBC-88 CODE. BASIC WIND SPEEO =BO MPH. Th15 design has been checked far 10 p.s.f. bottom chard live load in accard~nCe with UBC. 6-9-3 0-6-3 %-u:t-~ Top Chd T 1 .. -7700. T 2=' -6080 r 3• -5851 T 4.. -5870 Botto~ crio B 1• 7299 W 1 8 2=o 7299 w 3 8 3• 3873 w 5 B 4.. 5498 20-~ \.Jebs -127 " 3329 -687 : H 2 • -1479 \.I ~ = 1972 2. ~\.....A'l ~t::mOf' ~f 'FOIL L)C(., C.-l:!~W SPECIAL PLATE POSITIONING r::HART JOINT I X: ( ln) Y: (in) ANGLE 1 1 3 5 7 4.03 15 .5.4 0.00 -4.08 0,00 3.50 8.83 -Ei .9Ei 3.62 4.80 14. 0 14.0 0.0 -10 .8 1.6 Standard Un1fof'm Loading IPSFJ TCLL -40 .O; TCOL -10 .O; BCDL -10 ,O; Incf'ease' .. 1.000 LIVE LOAD Of.FL£CTior~ BASEO ON L/350 8-9-6 . --! 6-7-11 -_ ___J G-2-10 B-4-5 12 5 c:::=7' ~3 8090 ' ~.28~ 12 ~5 48135 ri-6-3 2-0-0L, 4-t.-6 a-s-1 1--~~~~~~~~+---'- B -7 -10 8-5-15 J-0-0 30-0-0 OVERALL SPAN A i!"""t. , ... , E PT F D "\Jv , - R5~00 UBC-BB 24.00" O.C. 10/H/93 THIS REVH:\V GG\lER.S GC:NST~!~ ON PR~V14TE PROPERTY ONLY SU.~J~CT TO ~:... r;,~..i'Jf; :~.,·n: ~:!~£Lt) JNSPECi!ONS. C'-2, ;o-/:2-7/ rliAKt: ii~(J _A TrusPlu5 Design 4624 I TRUSFAB I Vere1on 3.60 KEEP THE8;~ ;::~J.~:-? Dl''~ Td~ J:<j .,. _,_, ·-.--1,_~-~-.,, .... CALL Fu~; /~·i-ifli:~.,i!Ur,.., i -··-~·-· --------·----- ~~ ---E' 1 Ji L ! V "~~;:,~-~-~ ' ~111"\J·!'.'~;-; .:·r-·:·1 .. -· at, • 2 t /", u lruss name "' • ~! __ Tt1-ls sr/J/-;_/.?t:f.12/:/ /f/Js //or LJ~rz/--/J.//o~.r£o rJ'( Gr?,,_Fc~e-_!? co{/t---.rV. Lr; s {'11ov1?P4"7 rt---r· r;.t:vt/.J,£.z./,.,,;e,, po"L /7Tc/t5 ,vo/ .>/7AE'CtP?~ I? use 1992 .. LOG BUILDING STANDARDS for Residential, Handcrafted, Interloclt<ing, Scribe-fit Construction CANADIAN LOG BUILDERS ASSOCIATION, International The Canadian Log Builders Association, International is a world-wide organization devoted to furthering the craft of log construction. The CLBAI writes and distributes educational material on log construction to individuals, institutions, and industry. The CLBAI is dedicated to I.he advancement of Log Builders and to the promotion of the highest standards of their trade. These are minimum Standards for residential. l;landcrafted, interlocking, scribe fit log construction. They are revised at least annually by the Building Standards Committee of the CLBAI. Changes to this edition (which have been underlined) were made September 19, 1991. It is the responsibility of every builder to understand and to conform to the best practices of the trade. These standards are copyright, and may not be reprinted, copied, or in any way duplicated, without the written permission of the President or Secretary of the Canadian Log Builders Association, International. These Standards are founded on performance principles that make possible the use of new materials and new construction systems. Anyone may rropose amendments to these standards. For further information, or additional copies of these standards, plea.se contact: Canadian Log Builders Association, International 7928 Lynwood Dr. Ferndale, WA 98248, USA The CLBAI is a registered non-profit Society in Canada and the United States. It has several affiliated organizations, including: The Log Builders Association of New Zealand, the Great Lakes LogCrafters Assodlltign, the Rocky Mountain Log Builders Association, and the Japan Log House Forum. ,. ' ., .. , LOG BUILDING STANDARDS. 1992 Section 1 FOUNDATIONS A. Shall Conform to applicable building Cbdes. Section 2 SILL LOGS A. Shall be not less than 23 centimeters {9"l in diameter. B. Bottom shall be flattened the entire length lo a wjd!h of not less than 10.2 centimeters 14"!. C. Shall not be In direct contact with masonrv. D. Shall proylde for an effective drip cul and/or flashing that directs water away from under the sill log. E. Shall be set on a sufficient vaoour. weather. and air seal. F. The firs! round of logs. and Door. shall be ancbored to !he foundation to adequately resist applicable wind and seismic loads. G. Logs lo be a minimum of 30.5 centimeters (12"! from grade. Section 3 LOG WALLS A. To be no more than two stories in heigh! without engjneering analysis. B. Bearing walls shall be· arranged and constructed to ensure structural safety against horizontal and yertlcal forces which may act upon the building. C. Tc be built of horizontal logs to the following specifications: 1. Twenty three (23) centimeters !9"! minimum diameter. 2. To be peeled of all bark. 3. To have a self draining or gasketed lull length long-groove that is imoervious to weather. and Insect infiltration. and Is scribed lo Iii the log on the round below. 4. Wall length shall be no more than 7.3 meters f24 feel) between intersecting log walls, except that when using logs 30.5 centimeters (12"! or greater in diameter this distance may be no more than 9.75 meters (32 teen. Spans in excess of these distances shall be braced with wood keys, dowels, smooth-shalt steel, steel bar, or log stub-walls. Excessive openings cul into a log wall shall require additional bracing. All bracing to allow for settling. II Is to be recognized that the loads on, and the openings in a log wall affect jts structural integrity and many siluatjons require engineering analysis, 5. Header togs shall be cul no more than half way through at !he location of openings, unless covered by at least one more lull round, and In all cases shall be adequate for structural · requirements. _ 6. Header loos shall be cut so as to completely coyer door and wjndow jambs, and shall not allow water Infiltration at the top of the door or window. · ?. Wall plate logs shall be notched, drifted, pegged , lag or thru-bolted to prevent movement. B, To preyent up!ifl wall plate logs shall be lag bolled to the round below or thru-bolted, 9, When working with green wood !moisture content in excess of 24%1 the following restrictions apoly lo the use of spiral grained logs !See table 3-1 for specifications of spjral grain categories!: a. No le!t-hand severe spiral grained logs lo be used as wall logs except in the cut· in-half sill fogs. 2 b. Left-hand moderate spiral orained logs to be used only as continuous logs loot cut through for door. window or other openings! and only jn the lower 1/3 of the building. c. Bight-hand severe sojral arajned logs to be used only as continuous logs loot cut through for door. window or other openjngsl and only in the lower 1/4 of the building. d. Bight-hand moderate spiral grained logs may be used as a wall log at any location in the building except for the lop round. e, Slrajght grained logs may be used in any lacalion. f. The tap round of walls lo consist of slrajght grained logs only. TABLE 3-1 BIGHT LEFT straight less than 1 :44 less than 1 :35 moderate 1:44 to 1:12 1 :35 to 1 :24 severe greater than 1 :12 greater than 1 :24 Example 1 - 1 :44 is equivalent to a grain change of 1 unit in a direction peroendicular to the long axis of the loq lo 44 units in a direction parallel lo the long axis of the log. 10. At exterior log corners log overhang length shall be based on the weather protection criteria set forth jn Section 8 C. but jn no case less than 23 centimeters 19') measured from !he edge of the notch al the exterior of the building to the end of the overhang. At interior lag corners log overhang length. measured from the edge of the notch closest to the overhang. shall be a minimum of 15 centimeters 16"1. Doyetail corners are exempt from this requirement. J1. The CLBA I endorses building with dry or oreen logs. Provisions should be made to prevent sap stain. lo allow for shrinkage. and ta accommodate structural requirements. 12, In order lo localize checkjno on the top of !he log (and to increase the tjghtness of the [Qna:g_roove and to decrease slump). when working with green wood. a longitudjnal kerf will be cut on the top of the log. The kerf will be a minimum of 1/4 of the diameter deep. but no deeper than the pith. This kerf lo begin and end within one loot of all notches or openings. Kerfs will at all times be protected from the weather. · 13. The minimum width of the long-groove shall be 6.3 cen!imelers (2.5'\and this minimum width shall extend for no more than 30.5 cenlimeters I 12") in continuous length. However where through bolls. pins. dowels. door or window openings. or other wall requirements dictate. !he minimum width of the notch shall be such as to adequately conceal or · protect the aboye. as wull as lo adequately protect against weather and insect infiltration. 14. The maximum width of the lono-grooye shall be three eights (3/8! al the log sJiameter at each point along the log. In cases of extremely jrregular log contours the width my • be increased lo one half 11/21 of the log diameter. bu! this Increased allowance may only extend for a maximum of 46 centimeters (1 B"l in continuous length. 15. Rectangular. shallow cove. 'W" shaped. or double scribed long-grooves shall be used, The deep "V' js an unacceptable groove on the boUom of the log, 3 ,• 16. Sp!jces jn IO!Js sball be made only at notches. The spliced members shall be adeaua!ely secured to each other and to adjoining rounds by way of bolts. steel splice plates. steel pjns. wooden dowels. lag bolts or through bolts jn such a manner as lo creserye structural integrity. Al splice locations the notch and the long-groove shall completely hjde the splice and its fasteners. and protect against weather and insect jotil!ralioo. 17. Flashing and a weather/insect barrier shall be used where conventionally framed gable end walls meet the plate loo. 18. An expandable gasket to 11reyeot weather and josect lnW!ration shall be installed where gable end frame walls meet log posts. 19. Log walls shall be cut as little as possjble to accommodate non-log partjlion walls. but jo no case shall they be cul to more than 45% of their thickness at any pojot. 20. When partition walls on opposj!e sides of a loo wall are notched jato the log wall there shall be a minimum of 9" between the end of one notch and the beojnnjog of the next notch on the opposite sjde of the log wall. See Figure 1. figure 1 Section 4 NOTCHES A. Shall be all forms of interlocking notches and joinery that: 1. Are self-draining and are jmperyjous lo weather and insect in!iltration. 2. Shrink fit and compression fit notches are recooojzed as achjevjog these goals. 8. Soace should be croyjded between logs beyond the corner notches on the exterior overhang of log wall ends ("log flyways"\. Section 5 JOISTS ANP BEAMS . A. II dimensjonal material. to conform to appllcable building codes. · B. If log. to coolonn to the following standards: 1. May be constructed only from straight. or right spiral grained materja! whose spjra! js, no more than 1 :20. 2. Shall be designed lo adBQua!ely resjsl shear. bending. and deflection accordjog to applicable bulldjng codes. 3. 11 they must be notched al the ends. the notch depth shall not exceed one fourth the beam depth. or less if calculations so iodjcate. C. Where loo lojsts are supported by a log wall. !oists to be set no lower thin the midpoint of the supporling log, p, The distance from the bottom of ceiling joists and beams to the finished floor must conform to the applicable building codes AFTER SETTLING. 4 ·' ~_.. ' . ' E. Where floor beams pass through log walls and cantilever to support additional floor areas they shall be double nolched so that !he S)ruclural integrjly of the beam and the supporting wall is maintajned. Where cantilevered beams extend to the exterior of the building extreme care shall be exercised to prevent weather degradation. and weather and insect infiltration. If such cantilevered beams support decks adequate efforts shall be made IQ prevent water from coming jn contact with these beams. the notches .. and the supporting walls. Measures such as wateroroof deck membranes. !lashing the lops of beams. a slope to the deck which djrec!s water away from the building. and deck drip edge !lashing are recommended. as are protective roof overhangs. Section 6 WINDOW AND DOOR OPENINGS A. Both sides of each opening shall be keyed vertically lo withstand lateral loads SlfilUQ accommodate sett!jng. B. The size and position of openings shall conform to the following: 1. The sjdes of window and door openjngs shall be a minimum of 61 centimeters !24"1 from the centerline of jntersectina log walls. 2. Wall sections between openings (if the walls are constructed of horizontal logs), shall be a minimum of 92 centimeters f36"l long, OR shall be provided with additional support. 3. Height of openings must conform to the applicable building codes AFTER settling. 4. The settling space above windows and doors shall be covered by a suitable cladding or trim attached ei1her lo the log wall aboye the space or lo the window or door frame. but not a!lached to both jn order. to ensure unrestricted settling without damage to wjndows or doors. Section 7 SHRINKAGE AND SETTL.!NG A. Adequate provision Is lo be made for shrinkage and settling at all openings, load bearing posts, chimneys, fireplaces, interior frame partition walls, electrical entrance stacks, plumbing vents and drains, second story water and gas pipes, stairs, downspouts, and other non settling portions of the building. The absolute minimum allowance for settling when using green logs js 4.2% 1112" per fciol of log wall heightl. [It is to be recognized that log walls settle due to a reduclian jn the size of the logs caused by loss of moisture. the compression of wood fibers. and the "slumping" of lo~1s caused by checking.] B. Provide information to the General Contractor ta ensure that all Sub-Contractors receive jnformalion appropriate lo their trade as jt js influenced by the unique characteristics of lag constructjon and specifically as it applies lo settling. C. All caulking and weather sealing must account far the change in sjze of the logs . . NOTE: Log buildings do not completely settle by air-drying alone, but must be expected to complete settling only after !hey have been heated for at least one winier, when constructed of dry wood. and when constructed of green Wood for a period of up to 5 years. It is important to recognize !hat the process of a loo reaching eguilibrjum moisture content is dependent on a number of yarjables. jncludjng wood species. injlial moisture content. interior temperature and humidity, and climatological location. Section 8 ROOF SUPPORT SYSTEMS A, If constructed of dimensional material. lo conform t;:i applicable building codes. B. If log. to conform to the followjng standards: 1. May be constructed only from straight. or moderately right spiral grained material. 2. Shall be designed to adequately resist shear. bending. and deflection according to applicable building code~ 5 ~ '! ,, 3; 11 lhev must be notched at the ends. the notch deoth shall not exceed one fourth the beam depth. or less If calculations so Indicate. C. Roof extensions should have s11fficien! overhang to protect log walls from !he weather associated with the site of the buj!djng. !See Figure 2 for recommenda!jons.l Notes for Figure 2 The CLBAI endorses the use of wjde roof overhangs lo protect the Jogs lo a building. To this end we recommend the criteria set forth In figure 2 as a minimum. This aporoach is lndeoondent of the roof pjtch and the wall height. and relies on a sjmple ratio 16:1) to define the relationshio between the root overhang and the loos lo be orotected. If. for example. the distance that the end of a sill log Is lo project bevond the notch !Point Al js known. !he drip line defined by !he roof overhang can be djscoyered by prqjecting a !jne from Pgjnt A up and 011! from the building at the 6 IQ 1 ratio as mustrated. un1il !hjs line intersects the bottom of the roof plane lbottorn of the rafters In ligure 2l. Or II the root gverhang js kngwn in advance the maidmum projeclign of loo ends beyond the nqtch can be develqood by reversing the process and beginning at Point B. A reference line js then constructed down and inward toward the building al the 6 to 1 ratio. At all pgjnts around a bui!djno this type of reference !jne can be cqnstructed. and no log or fog end should project beyond such a reference line. Corbelled log ends may assist in meeting the above crjterja. as wW the use on hjgh walls of roofs on multiple levels. D. The rog! shall project sumcjently to protect all roof structural members from the weather assocjated wjth the sjte of the buildjng. E. Where log roof structural members pass through exterjgr frame walls they shall be notched slightly to cecejye jnterjor and exterjqr wall cqyerings and expandable gaskets shall be installed to prevent weather and Insect ln!il!ralion. Bgof members shall be designed to meet structural reguirements even after such notching. E. Roof structures shall be designed and constructed IQ resist the uplift !gads assgdated with wind and seismic eyents, G. Where roof structures are supported gn outriggers. which are jn turn suppgrted on log flyways. the projecling logs of the f!ywav shall be adeguately supported by at least 2 rouQds be!gw jn order IQ carry the load from the outrjgger jn a manner other than by cantilever acliqn. unless the flyway lgg js designed and constr11cted as a structural can1i!eyer. Section 9 ELECTRICAL A. To comply with applii:able codes with allowance made for pre-wiring and wall settling considerations. See Sec:tion 7, Shrinkage and Settling. Section 10 PLUMBING A. To comply with applicable codes, with settling considerations. See Section 7, Shrinkage and S!l!lling. B, A plumbing run may only !rayel through a log wall perpendicular lo the Jgogitudioa! axjs o! the logs. Sfil:lion 11 MASONRY FIREPLACES & CHIMNEYS A. Shall confqrm IQ applicable codes. 6 ;'. ,4 I ' I I . B. Flasfjjng to conform to applicable codes. and to accommodate settling. See Section 7. Shrinkage and Settling. Heavier than normal thickness flashing materjal js recommended to ensure protection agajnst weather damage to the flashing associated with the larger areas of exposed flashing. C. Do not allow any portion of the building to come into contact with the masonry unless the assembly is specifically designed to accommodale structural and settling considerations. Section 12 ADDITIONAL GENERAL RECOMMENPATIONS A. In order to prevent excessjve checking. all cuts which expose end arain shall receive treatment to reduce rapid moisture loss and drying, B. Where posts support structures subjected lo upli!! loads they shall provide an adequate positive hold-down in addilion to allowing for settling. Section 13 ENVIRONMENTAL A. Support of sound forestry and environmeoJal practice to be an integral part of all activities. 1992 CLBAI EXECUTIVE BOARD PRESIDENT: Terry Hall, Box 180, Eagle Bay, BC VOE lTO, Canada VICE PRESIDENT: Harvey L. Frame, Box 1056, Sooke, BC VOS lNO, Canada SECRET ARY-TREASURER: Tom Hahney, 7928 Lynwood Dr., Ferndale, WA, 98248, USA DIRECTORS: . Skip Ackerman, Box 1318, Carbondale, CO 81623, USA Lloyd Beckedorf, Box 26, Bragg Creek, AB, TOL OKO, Canada Rick Baron, 242 Iroquois, Laurium, Ml, 49913,USA Dave Gardner, PO Box 1750, Vernon, BC, VlT 8C3, Canada Brian Lloyd, 9635 Whitepoint Rd., Vernon, BC, VlT 6Y5, Canada Dan Porter, H.C. 32 Box 32, Cresent, OR 97733, USA Del Radomske, RR#S, 1231 Philpot Rd., Site 13-F, C-9, Kelowna, BC, VIX 4K4, Canada Ralph Salm, PO Box 737, Sicamouse, BC, VOE 2VO, Canada Wayne Sparshu, RR#2, Barrhead, Alberta TOG OEO, Canada Affiliated Organizations: Great Lakes LogCrafters Association POBox86 Grand Rapids, Minnesota 55744 New Zealand Log Builders Association C/OAngusM<Callum Rural Delivery 2 Masterton, New Zealand Rocky Mountain Log Builders Association C/0 Paul Wellman PO Box 771253 Steamboat Springs, CO 80477 Japan Log House Forum C/O SELC CLB, 1-3-4-71 Minami-Cho, Kichijoji Musashino City, Tokyo, Japan 180 Further enquires, as well a comments, suggestions, and additional recommendations are welcomed by the CLBAI. Technical questions may be addressed to: Tom Hahney, Secretary-Treasurer Robert W. Chambers, LBN Editor 7 -----------------------··--··---- E3Etl)f£ f.66. d-'CJ, iC/9 G OR_ CtJ1e_f2 &:ir'orJ /7#tJ ~ P~ M 11 /l~ne1~4L t!IAI LuA I k -TN 12ou c /..J. &mA8& 511J£ /{ , 1'119.t!INt. / ~ 0~"'9-l?'t:JA./*° LU/// A-HArJ! RA;~J;i_ PAtvEfs. Ovt:.,J<-______ {/ RfCEss ~A,r To EXCE-eb /~ !?:_§uivA/EnJ /It/Cl< ~ - CIR. fkv tv4CL .L -;-J1n6T &. 17&14'-r ;C'},/:?;IA/o -::#: 3 _> ' ~ lJow~i'~ IS A REG "ktJorf\ -Hl\-t v EJ::bs IJJ&t /IJ TEmfxJ~Ai(lj ~,,_ ~\of 114~s. ~ w"ll 2iE, l<dV\DVEb. • • ~ f1;] tlf2-0 _ Llms w/!( Be PA1tv1E,b ,. ' lu r++I i4 II /(1 f/ Qll A 19 Exi'Eer 01c f>A t'Mf OfJ Al I &;?C!Sij;; ~12-fAO:.s. ToP oF miUo-lAm-s w1·1r & PR.JJ--fcd5b w/tH A /!/!'11/IEb woob bR-ip Edqr; tA-p. \~ ~\ ~ '5J.w M M1~0 · um-s b~ip Edt:i£ d' 'S1D ~Si ' '·, \ \ \ \'\ . '· \\ ·, • V/ofAf/01J :It 3 II SEm/ • r. 11 rrrvrsffw l ,. -. • \_!1'0/A-fr'OtJ # lf • ' ft~ P~.u Woob Sl-vU£ 1 s /tv s+A I tEd )f ~vF>lfQ?/l "5 /N5maA1NM1 W~EL+lu, Atvd W01<-K'S 'fEf:-(c;c_,-f-. I N.Ihe~l?.#5 ,cae 11.s lD R11ue~ 11-fE S EL---h, o 1'J t 1'J Q Lfes-fi o 10 S114 c.k . -r..s / W1rl RA~£ fo ! ,. I VV[t;0-~I P8L ft. V oLkl\rJ r\J 11== 5 " Do~ o LtJfl\_,£ p-er<J:)f' 01 I c1 -tD l d lJ S \_u,e Co~ d l/YlJJV~ IW OJ" cl 1>1('ff c( OVK--- (.e_~ fl/\~, I _, ~------~------~ I'-' BUILDING PERMIT ""'"'""''9/i~.•Pl_F~~~ A:ou~TY, co,~?,~N~~?>' ~ AGREEMENT , .. , . In consideration Of 'I.he issuance of this pcr1nit, the :l[.)plican1: hereb)' agrees tp con~p.~y .. with~_·,, , al1 laws and regulations related to the zoning, location; construction and efectiOn of the \ 1 proposed structure for which this permit is granted, and further agrees that if the aboYe said regulations are not fully co111plied "''ith in the r.oning, location;·· ;er~Ction•,. and construcl'ion of the above described structure, the per111it 1nay then be revokC:d--by·notice ~~~c' ui ~11Inl.':11c~~r I M/DttY " tME J V 11! Setbricks Front Side Side Rear This Card Must Be Postod So It Is Plainly Visible From the Street Until Final Inspection. INSPECTION RECORD Zoning ', Iioof Covering '' l•ooting /0-(-/J /~-_::-t')'-?\i": '."' :r.., __ '[-.L;:({ -___.-Jff' Foundation )h /!$'/<i(q ld.~/,,/ -· _eft·1ufobing-Undergroun'u /{j-71;"-"h :;;./o ' .. Gas Piping I -2;/ -T /f .-t-, Healing Ventilation F'ran1e 'f I ·-J' ·' ~-JJ-<f/.f ~. "' .. ·-'1 '/) t2-.~ Insulation Plumbing-Hough /,...o )Jf-'ff ;J_.~ Drywall .J ~/Z)----9 /I ( I \ ~-'ti_ '.?-1-~11 ,, .. :-z--.0· Final&, P::?.:f,_/%-~u ' ' •' 'I, ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. .. -.. ~··-· THIS PERMIT lS NOT, TRANSFERABLE Phone 945-8212 JO 9 8th Street, County Courthouse, Glenwood Springs, Colo. ~{a~%I~m~:s~ . " ' IF PLACED OUTSIDE -COVEn WITH CLEAn PLASTIC ,·_., I. . ..., • ••• Certificate Of Occupancy No. 2759 No change in the character of occupancy of a building shall be made without a Certificate of Occupancy -(UBC Sec. 502) Building Department Garfield County, Colorado This certificate is issued pursuant to the requirements of Section 307 of the Uniform Building Code certifying that at the time of issuance, this structure was in compliance with the various codes adopted by the County regulating building construction or use for the following: Use Classification Single Family Dwelling w/Double Garage Building Permit No. _4-"9""0"'6 ____ _ Group R-3., M-1 Type of Construction __ v_-_N ______ _ Zone District A/R/FJJ Owner of Building Royce & Cindy Stillman Address P. o. Box 984 New Castle co Building Address 4584 7 Highway 6 & 24, Glenwood Springs, co Locality Canyon Creek Contractor OWner/Stillman Construction Address same By ~7/.~ ·· Chief Bruill1 1cial Date March 19, 1996 Issuance of a Certificate of Occupancy shall not be construed as an approval of the provision of this code or of other ordinances of the jurisdiction. Certificated presuming to give authority to violate or cancel the provisions of this code or of other ordinances of the jurisdiction shall not be valid. (UBC Sec. 307(a)).