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pitkin.bldg.272917401025
LAYOUT Certificate of Occupancy or Letter of Completion (most recent project) Permits Final Inspections Any Supporting Documents Site Plans (no architectural plans) If there are previous projects they will follow in the same order. 130 S. Galena /lS Aspen, CO 81611 ~ 970/920-5090 920-5448 Inspection Line Applicant to complete numbe JOBADDRESS r ... . « vRS _ e.` a ~. +E a~ '« t.;_, .xFSw ~~ EN *p1TKIN`COIVIMI)1'~I TYD~"V'~.~P~1'7' R"'T`ME'NT General PER TAPPLICA`ffOhl` ~ Permit PITKIN COUNTY CITY OF ASPEN O 1. d7 ~ c~ ~- . ~ ~e c?, S ~a -z~ e LEGAL LOT NO, /~ /~ BLOCK 2• OESC, //i ,~ I y- OWNER __/I A t s. d~~-~d :~~r`~~1z>4~ q CONTRACTOR _ 4.~ ~ uvd ~-' ~G(G C,4B ARCHITECT OR ENGINEER OF RECORD s. DESIGNER 6. .... ,.._ No.___~e~- v A-. ~ v ~. BD TRACTOR DIMSION (G SEE ATTACHED SHEET) CO.. I~eds~z~~ DE MAIL ADDRESS ZIP PHONE ' -a le rzc%C4..8 ue/le 9~3 S FD ILADDRESS PHO LICENSE NO S8~ t;ds~~z~~ .~s~~~l 5'63-~9s~ FN MAILADDRESS LICENSE NO MH MAILADDRESS PHONE p LICENSE NO ,.~F 7. 8. CLASS OF WO ^ NEW .ADDITION ^ ALTERATION ^ REPAIR- - UBE OF BUILDING S ~`o Y Gc \Fi ENERGYC DE FEE N PLAN C ECK FEE USE TAX PERMIT FEE r CENSUS CODE , ' ` 5 C ZONING FEE. 9 VA@@LUATIO~NJOF WORK W / ~~ r ti ~ SQUARE FOOTAGE 10 / ~ ~ / r Type of C nstrunion Occupancy Group Lot Area L 11 • Is there food service in this wilding ^ves 6vN0 size df s°imi°0p (Total Square FL) Np. prsmries oep. Lp~d 12. Is LPG used? ^ves o 13. Remarks ' -' ~ y N0. OF BEDROOMS ExISnNG ADOeo Use Zone ~ t Fire Sprinklers Requiretl? ^ Yes ^ No V Alarm Byslem Required? !] Yes p No _ No. of Dwellin oAnitc OFFSTREET PARKIN!: 4PA avc BV APPLICATION ACCEPTED PLAANS CHECKED APPRDVEC FIRE MARSHAL ~- f~l "' ~ NOTICE ~ SEPARATE PERMITS ARE REQUIRED FORELECTRICAL PLUMBING wnrERTAP -~ , , HEATING, VENTILATING OR AIR CONDITIONING. GTHER THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS ~ ~ NOT COMMENCED WITHIN 190 DAYS OR1F CONSTRUC- TION OR WORK IS SUSPENDED OR ABANDONEI"J'FOR PE I D F A R O O 180 DAYS AT ANY TIMERFTER WORK IS COMMENCED: PAYMENT OF PITKIN COUNTYUSE TAX I HEREBY CERTIFY THAT 1 HAVE READAND EXAMINED THIS APPLICATION AND KNOW THE SAME TOBE TRUE AND CORRECT. ALL PROVISIONS OF MONTHLY OR QUARTERLY RETURNS WILL BE SUBMITTED. LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT THE GRANTING OF ^ DEPOSIT METHOD 3.5% OF 25% OF THE PERMIT VALUATION PAID . A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CAN- CEL THE PROVISIONS OF ANY OTHER STATE OR'COCAL LAW REGULATING A7ISSUANCE.AFINAL REPORT ON TOTALACTUAC COST MUST BE FILED WITHIN 90 DAYSOF SUBSTANTIAL COMPLETION OF WO CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION:IT fS~MY RKAND / OR ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. RESPONSIBILITY TC REVIEW THE APPROVED PLANS AND ANY COMMENTS AND~7OR N O O I ^ EXEMPT: EXEMPT ORGANIZATION PROJECT SBUILT N OMPLIA CE WITH ALLAPPCI C`A$LE`CODES ^ RES / `/ ALE. STATE &PITKIN COUNTRY RESALE NO (p Zp ~ ANYONE WHO USES AND/OR CONSUMESBUILDING MATERIALS AND FIXTURES IN r acroR ORAUr RlzeoncENr ( Te PITKIN COUNTY IS SUBJECTTO THE 3.5%USE TAX PROPERTY LIENS MAYBE PLACED ON THE OWNER'S AND /OR THE aER (IFOWNER euaoER) (Dare) CONTRACTOR'S PROPERTY WHEN USE TAX IS NOT PAID w . THIS FORM IS A PERMIT ONLY WHEN VALIDATED WORK STARTED WITH OUT PERMIT WILL BE DOUBLE FEE Plan ~ anon Zo Valid Permit Validation 3.5 °k Use Taz Deposit Valitlation O /L r x~ t_'i9 6~ C~~ertif tr~t~~e oaf (~rr~t~~t~tr ASPEN~PITKIN REGIONAL BUILDING DEPARTMENT This Certificate Issued pursuant to the requirements of Section 307 of the 1988 Edition of the Uniform Building Code. It certifes that at the date of issuance, thestructure as described below was in compliance with the various resolutions and ordinances regulating building construction and use in this jurisdiction. Use Classification Single Family R ;d a Bldgperrnit 4_j_q Legal Description Lots 64 & 64A, Revised Plat Redstone Su d'yi ;on Building Address 582 Redstone Blvd Owner of Building Edward Huckabv Owner Address 4602 Na ss_ au~giiga~land TX 77479 Group R-3 Type Construction V-N Use Zone R-6 Description: 1.144 square feet Two levels One f 11 ba broom one kitchen, one liwi no room one din' g rnom n a al e„p~ni n~ Comments&Restrictions: One Dovre fireplace model dl 90 Date: /v ~ ~ ~`~~ Building Official Note; In all occupancies, except I23, this certificate must be posted in a conspicuous place near the main exit on the premises for which it is issued.. Any alteration or use of these described premises or portion thereof without the written approval of the Building Official shall negate this C.O. and subject it to revocation. r 30 S. Galena ;~"*~', , Bl~lL~1`~G F~~F~~UIIT AALI~C~N "~ ~~ General /~A6pen, C6 81611 '~ ~ ~ q~ aG. ~~q:.!x Construotion ;303/920-5440 - ASPEI~..,.kh`TKII~"~`EGI'~IVgL G~"p~"~""',~{M'i'T Permit PI7KI~`(SU~PT~'~ CITY OFASPEN~^ C- Applicant to complete numbered spaces only No ~-/ JOBADDRESS , ,. ~~~ R~~TC~NE ~o~t~vA~2v.,. ENE ~~a _.a y, LEGAL LOT NO[,tj. G,ty /p BLOCK TRACT ORSUSOMStON ""'~ (^ SEE ATTgCpHED SHEET) DESC. ~ Z C ~~ . / T t I~~S C~%~ R~v7 ~o P~~r him ~yp~mur~~ ~v~~ror~ off- _ ~, OWNER ~nh~ pr~{~I11A y'1 F-! ~` { i'A MAIL ADDRESNSI 3. C Y~UIT~Y G f il'IICiY~l'~(~S'. ~'~C~ It S ~ ' Z1 " ~ / oN~ { o' G llls'~. ! CONT .. . S +G"}P• + C!"4~ 14/~f ' 7 77t}'~ l3 " f ~0 1 ~'~ RACTOR MAIL ADDRESS .~~ 4. PHONE LICENSE NO. _ OD . ~/ ARCHITECT OR DESIGNER - ' MAIL ADDRESS PHONE LICENSE NO. 5. ..... ENGRJEER MAIL ADDRESS ~'~~ ~ .:. ..«.. _,,;, ...,...~.. wa..~nva.a+m. ,tsar .~[+.~swanlveeA..~,:atiww',ry~a ~ PHONE 'N 6. LICENSE O. CLASS OF WORK NEW- pADDITION ^`ALTERATION Q°RE~AIR ~..w.m y"~~"'% 7 ~ `SQUARE FOOTAGE ZONING FEE CENSUS COD ^~ . S. ~ ~ 8 f 7 c~a USE OF BUILDING a SiraG~~ ~f~Md~ tecsll~n;c~ , PLAN CHECKFEE` ~ PE?MITF E '3 USE XDEP °`~f~68 ~39 ~`~0 VAWATION OF WORK . 10. Q > /{'T q{'JI-T r .x.11 Type of ConslrucboH Occupancy Group Lot Area y e s ~ ~ 11. Remarks ,~`~j ~ ~ f occ Loaa ~Tmeis9u~ejr~pjnFt) No of ston ~~ t f _.: .. / h .rte /~ ~ ~'I`~ O v LA(I, NO.OFBEDRCOMS Use ZOne Fire Sprinkler equre@ V I ~ - r EXISTING' ADDED ~ ^Yas ~ No ' //'/J~ ~ fl glbV l rr ~,~ dfA ' • !No welling Units OFFSTREET PAR SPACES: .2t/~ L 5 ' j I V1 / Coveree uncovered W1 SPECIAL APPROVALS REDUIRED AUTHORIZED 9Y DATE ZONING . Fi t C ~ ~ H.P.C. . / x ure OUnt: '- ~ ~ - y PARK DEDICATION - ' , ~ arv f t L t HEALTH PARTMENT l}~ ( I ~. PPESUBMITIAL gPPLICATON ACCEFTEO PLgNSCXECKEO .. _ ..., ~..,w.a. gPPRWEO FOR EEVANCE HREPLACE ~ o / Y ~} E G.F~I ~ .P - ~ y, / - f~ ~ ~J FIRE MARSHAL /• ( r f SPRINKLER OA ~ ~ ~ ] TE ~ O _ _ J A PATE __ WATER - Y ,.~ w's~ tl " ~ q ,(~ R ELECTRICAL PLUMBYNG,' R OTHER :!N , H , ~7 IL G ORSR~t'fITIONING ~~ , ~.. THISPERMIT B-EOOMES NULL A~QD~CQTGIF WORK OR CONSTRUCTfON LECTION OF"NiETHO'O"~OFi PAVMEFYT O"F l'~S'E~11~k'~. AUTHORITED IS NOT CbMMENG~ED'~G`IYHIN 120/~801JAYS OR'IF CON " ' _ ONTHLY USE OF QUARTERLY RETURNS N/ICL-BE~SUBMITTED STRUCTION'ORWORk IS S(1SP L~I DEbYOF~hBANDOA`EDF'O~i ~',`R"E`RfOb ; OF 120/180 DAYS AT ANYTIME AFTER WORK 1"S Y".Oivl+fvl~E"~fCE1'J: "" DEPOSIT METHOD~3%OF 25/OFPERMIT VAYUATIOIS PAID'NOW~~ ` I HEREBY CERTIFY THAT I HAVE READ AND EXAMIM1fED THIS APPLIC"AFY`ON AND"' AT ISSUANCE "FINYAi"REPORT ON TOTAL ACTUAL MATERIALS ` KNOW THE SAME 70 BE TRUE`t(Nti cobR'ECY"t~i.C P"ROV~SIONS oF`L'AV/5 a~fD°~ COST MUST BE FILED WITHIN 90 DAYS AFTER COMPLETION OF ORDINANCES GOVERNING THIS TVPI= OP wORK WI`tL" BE COMPCY~'D "4GirH'" ` ~ ` ' " " " ` WORK. O'ENERAL CONTRACTORS CHOOSIfJ'G THIS ~M ETHOD WHETHER SPECIFIED {ER { EIK70 1y Kydi' T-a~ GiYANFTNG OFAPERMI7 DbE`S NOY PRESUME TO GIVE AUTHORITY TO VIOLATE N ' I " MUST REPORT AND 'REN11T"TAX ~F'OR ALL S~J§~COfJTFIAC~TuORS~ OR CA CEC TRE~iGVt§TdYY$ OF ANV OTHER~57A7E Oil L'~CAC LAW 1i~GULAYfNG'C°ibf~STi$b°CTi'Ot1 OF'{~THE~~R~~ THAT DONOT OBTAINTHE`IR'OV5f~5'~PE~i'MIY""`"~"'' -`"` "~"" ~ `~ ' - FORMANCEOFCONSTRDC7fON.' ^ EXEMPT: STATE & RITKIN COUPfT~"RESA'LE'~10: ""` ~~~ ° ` ` - + ' " EXEMPT`ORY','ANIZXtTTO~V"" '°„ "'."~ ' .' ..'___~.. , ra .mµ. TM"^'"rvr IGNArE FCCNiggCIOP OR AInNORRED AGENT ~ IDATEI THIS.FORM IS A PERMIT ONLY WHEN VALY[5'gY}`b. WORK STAATEb"VfrITiY0U7"PEfMINI'{'~L'~g"'"p'~"(g~"E"'k'EE" `- T EOF gyNER IIF EPBVILOER) 'OAT I .....~ ....~~v v. Ylan gg~ C~~~~ Y e- -' ~'`/l5 WHITE-FILE COPY GREEN- auaatl~3 T, PClml VaICGation~~,s~ F/"' 3%. 7 s R11 tl p' ~.~ X ": ?) post Validation ~~ ~~ ~` PLUMBING PERMIT APPLICATION Z ASPEN*PITKIN REGIONAL BUILDING DEPARTMENT ~" PITKIN CO~U TY CITY OF ASPEN ^ 6 ~ ~J ~ ~. ~~ JOB ADDRESS ,,.. 7 ~+ LEGAL LOT NO. BLK TRACT DESCR. (O SEE ATTACHED SHEET) OWNER MAIL ADDRESS ZIP /+s J z/1 /J PHONE CJK ~T 4S CONTRACTOR MAIL ADDRESS PHONE CITY LICENSE NO. STATE LICENSE NO. ARCHITECT ORENGINEER MAIL ADDRESS PHONE LICENSE NO. USE OF BUILDING BUILDING PERMIT# CLASS OF WORK: ,~',.,r~ - iWacvv ^ADDITION ^ALTERATION ~" ^ REPAIR ~ Is'tliere a'restaurant in this buildings YES ^ NO ^ USE OF BUILDING ~~ ~~ DESCRIBE WORK: ....: -: ': • :..:' I,. ,I' ^~. PERMIT FEES ,V ' ~~ ~'{ ~ L- ~ ~ NO. TYPE OF FIXTURE OR IT M FEE Water Closet (Toilet) Bathtub Lavatory (Wash Basin) Shower Kitchen Sink & Disp. , SPECIAL CONDITIONS: Dishwasher Laundry Tray Clothes Washer ~ /~~',~~/ ~ ~~ Water Heater M/BTU ea. ~ t "~ Bar Sink - Drinking Fountain APPLICATION ACCEPTED: PLANS CHECKED: APPROVED FOR ISSUANCE: ~ Floor Sink or Drain Slop Sink 1 By --~ " Bv~ ~ Gas S t _ By r t ys ems: # Outlets Date ~~ Water Piping & Treating E i Date Date qu p. N ICE eider THIS PERMIT BECOMES NULL AND VOID IF WORKOR CONSTRUCTION Other AUTHORIZED IS NOT COMMENCED WIT HIN 120 DAYS, OR IF CON$7RUb- TION OR WORK 15 SUSPENDED OR ABANDONED FOYi A PERfOD"27F i20 ~" DAYS AT ANV TIME AFTE-RWORK IS CO`tv1MENCED Fixture Fee $ ' I HEREBY CERTIFY THAT I HAVE READ ANO EXAMINED'THIS APPCICATION~AND"~" KNOW THE SAME TO BETRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDb NANCES GOVERNIN Permit $ ~~ . G THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT.THE GRANTING OF A PERMIT'DOES NOT P S SUBTOTAL $ ^~~ RE UMEYO GIVE AUTHORITY TO VIOLATEOR CANCEL THE PROVISIONGOF ANV 07RSR'STATE OR LOCAL LAW REGULATINGCON R CT Use Tax $ ~- ST U ION OR THE PERFORMANCE OF CON- '°` STRUCTION. TOTAL DUE //~/J~'/-Z~ /~ p 'l ___J~!~ L~ ~/~ ~ ~ 3 ` f 7+' C~ .~ / SELECTION OFMETHOD FOR PAVN{E}.I70F USE TAX [SLAAONTHLY OR OUARTERLV RETURNS WILL BE SUBMITTED DE / SI NA FCONTRA OR OR AUTHORIZED GENT `(DATE) 7 G POSIT METHOD 3V % OF 25% OF PERMIT VALUATION PAID NOW AT ISSUANCE FINAL REPORT ON TOTAL ACTUAL MATERIALS COST MUST BE PILED WITHIN 90 DAYS AFTER COMPLETIONOF WORK . GENERAL CONTRACTORS CHOOSING THIS METHOD MUST REPORT AND REMIT TAX FOR ALL SUBCONTRACTORS T SIGNATURE OF OWNER (IF OWNER BU HAT DO NOT OBTAIN ` ILDER) (DATE) THEIR OWN PERMR. VALUATIONi ^ EXEMPT: STATE &PITKIN COUNTY RESALE NO. ' EXEMPT ORGANIZATION ~ v +aetmn°Jy/~/^~ 3+h% Use Tax Deposit Valitletlon / ~~a_ ~~ CO . WHIT LE /_/^ EL ~ -APPLICANT" PINK REPORTS ELECTRICAL PE~N~r' 730 South Galena ;4SPEN*PITKIN REGIONAL BIJIC Aspen, co s7sn PITKINCOUNTY ^ CITY 303/920-5440 _', DC~h~IT nrn:n~ 1..2163 ~.vn.~"^.. __.aHAii r«R «ka.v yx¢G +.vFrNei+. rr. w:'d/Moe a^' T`r. x. 4....n: ... e'..L"~.. JOB ADDRESS (# and street) ~ ~ ^' ~ ~ ~ `` rr S V ~ OWNER ~ REPRESENTATIVE PHONE ELECTRICAL CONTRALTO MAILIN ADDRESS ZIP PHONE ~~COLO LIC # C - fi c ' . - e Zz.:~ ~ Z z z~ 3~Ka l 3 S BUILDING PERMIT # OCCUPANCY GROUP TYPE O STRUCTION SDUARE FO O TAGE /} )~ ~~~ / / USE OF BUILDI " ~ ELECTRICAL VALUATION 2s, ev~~e $ ~ o~~ °" DESCRIBE CLASS OF WORK ^ ADDITION ^ ALTERATION - ~IQ~W ^ OTHER .A m • -. ~,: . DESCRIBE WORK IN DETAIL(FOR ADDITIONS ALTERATIONS, INDICATE TYPB`N~ ,ATION OF 90l1fiCEOF CIRCUITS): UMBER-AND LOGt . -• .~.....~...,~~„uwu,,;a,, ~.u.. '' ~>w~:.n uun... :.: u~ ..mss. ,.., ._... ~„., ., e .c ..,.d, _ .. ~.....: ,. a.a:.;. .,.. ., ;r u:, .. ~rw .. , .. ,, p w ,. e, .v .... ad. ,t . - a.: :.~ „...a .. ~.. .Mrc 4 x,rs. te~.a5'. Y~.a r .. c..•~r..x=. ,. . .. .. ... . Jtaa 4...^.. ...a m c+x4 W/ ~w~m4,x§3 OWNER/APPLICANT: The undersigned apphcarit to personally perform electrical work on the following describe propertyor residence: hereb certifies a ntliti s a y , s a co on of is u nce of such permit that the above described property or residence Is owned by the applicant; that the applicant is not engaged in the business of construction or remode6ng~ and such property is not intended f s l or a e or resale, nor is it rental property (occupied or to be occupied by tenants, whether transient or permanent), nor will j[ be generally open to the public. It is understood thafcompliance with these assurances i di i s a con - t on of the issuance of an electrical permit to the applicant pursuant to the provisions of C.R.S 1983, Section 12-23-111 (2) (as amended), and that fail- ure to comply herewith will be grounds tpr revocation of the electri l i o ca perm t r any certificate, of occupancy Issued with respect to the property or resi- dente de . ~ ~ * ~ t ~~ . ~Q~.1 ~ / Applican ~l/y Date: 15~~-~~'J~~ SELECTION OF METHOD FOR PAYMENT OF USE TAX ~- .NTHLV OR QUARTERLY RETUR L " " DEPOSIT METHOD 3% OF 25 % OF PERMIT VALUATION PAID NOW AT ISSUANCE. AL REPORT ON TOTAL ACTUACT tATER S ~ NS WIL BE SUBMITTED. . IAL CO5T MUST BE FILEDWITHIN 90 D EXEMPT:STATE BPITKIN COUNTY RESALE NO. ~ AYS AFTER COMPLETION OFWORK GENERAL CONTRACTORS CHOO$INGTHIS METHOD MUST REPORT AND FiEMIYYAX KOR ACL SUBCONTRACTORS THAT DO NO EXEMPT ORGANIZATION ' T OBTAIN THEIR OWN.PERMIT. ^DOUBLEPERMIT FEE- ' " NO1 ~l,E V USE TAX PERMIT FEE For all work tlone antler this permit, the permittae accepts fo ll respgnsibility for compliance with the National Electric Code the Ci[y of Aspen ordinahces; antl ll th u Q` ~¢} O © ~3 Z , a o er county resol tions, city ortlmances, state laws, t N (-f $ . whichever applies Permit subject to revocation or suspensmn for violation of any laws overning same A g . n acceptetl final electrical inspection shall be obtained prior to usingMe electrical system. Afinal electrical In- i BUILDIN EP THE ACCEPTANCE spect on shall be requestetl within 48 hours attar completing an eleancal Installation. Approvetl Data ERMIT VALIDATION ` ~ ~/~ ~~~LLLIII l DATE R E C EIPT# TOTAL SIGNATURE OFAPPLICANT DFTE ~~ / ~/ ~ / Q©~ '~7 ~j ~ ~ 2 S J t --- ------' - --_~ •°^ .,,.".."'u ~wa~~~~~em nre aoie-customer's Copy Green-Finance ~.,~ A ELECTRICAL PEF 130 South Galena ASPEN*PITKIN REGIONA Aspen, CO 31611 PITKIN COUNTY ^ 303/920-5440 ,IV~CiVI .....12164 oonuir. ~, ~ ,~ ,i~.~~,...~ .... w:v. JOB ADDRESS (#and street) w~-~`r~~- .., n: . OWNER REPRESENTATIVE PHONE ELECTRICAL CONTRACTOR -° ' - ~ ~ -W r..~ .,.=x . -;: MAILING ADDRESS 21P PHONE COLD LIC.# ~ ~-{ c1 c~ i~ Z2o - !~2 Z7 3Y 1 ~7 BUILDING P ~ ERMIT# OCCUPANCY GROUP TYPE CONSTRUCTION SQUARE F OOT E / /11ew ,.. USE OF BUILDING ' ELECTRICAL VALUATION DESCpIBE CLASS OF WORK ^ ADDITION DALTERATION~~ ^ NEVJ' .. CTO7HER ~ " ~~ ~ ~ ~ ~~ ... __ ... ..,., ._ ww,, DESCRIBE WORK IN`DSTAIL (FOR ADDITIONS ALTERATIONS INDICATE'"T1~P~;"Y~jtjMBER"Al`JYS"C'OC`A`1~Y>~"` O~S I~RC O C ITS~~""`~°"""'a'te" ~" • ~ ., ;? ,.a', a. ..:.~ .. ~ . ... ,.~..~,.,u±. a:~.r„m,,.:N.a d ,, x _», y ... -~.. ,:: -.. rte.;. ...:. $ Eta OWNER/APPLICANT: The undersigned, applicant to personally pertorm electrical work on the. following describe property or resltlence: h b if c ere y cert as a ies, ondition of issuance of such permit, that the above tlescribed property or resltlence Is. owned by the appLcant; that the applicant is not engaged in the business of construction or remodeling and such property is not int d en ed for sale or resale, nor is If rental property (occupied or to be occupied by tenants, whether transient or permanent), nor willit tie generally open to the public. It is understood that compliance ith these suranc i s w as t e is a condi- on of the issuance of an electrical permit to the applicant pursuant to ttie provisions of C.R.S. 1983, Section 12-23-111 (2) (as amenodd), antl that fail- ure to comply herewith will be grounds for revocatio of th l tn al p m n e e ec c er it or any certificate of occupancy issued with respect to the property or resi- dence desc Applicant D t ~ ~~C7 ~~ a e: SELECTION OFMETHODFOR PAYMENT OF USE TAX ^ DEPOSIT METHOD 3 % OF 2B% OF PERMIT VA'LUATION~PAID NOW AT N ~ONTHLV OR QUARTERLY RETURNS WIUL BE SUBMITTED. ~ ~ ISSUA CE FINAL REPORT ON TOTAL ACTUAL "AXATERIALSbO"SY MUST BE~F(LED WITHIN ~90 ^ EXEMPT: STATE &PITKIN CCUNTY RESAlE"`NO."' ` ~`- ~' °_' ~ ~" DAYS AFTER COMPLETION OF W01iK GENERAL CONTRACTOR`S CHOOSING THIS METHOD MUSTYFEPORYANDREMIYTAX FOR AUL SUBCONTRACTORS THAT D0 O ,EXEMPT ORGANIZATION N T OBTAIN THEIR OWN PERMIT.' ,. ti - ... , _ , ^DOUBLE PERMITFEI: NOTICE USE TAX PERMIT FEE For all work done untler this permit, the permitteeeccepis toll responvbility for compliance with the Nat onal Electric Cotle ihe City of As en ortlin n d Q ~% ^ "° ' ' , . p a ces, an all other county resolutions, city ortlinances, state laws N ~ , ~ ~ f U .whichever applies. Permit sublect to Tevocation or suspension for violation of any laws govemm am Ah { g s e. accepted final electrical inspeMion shall be obtainetl poor to using the eledtn`cal ~s stem Afnal efecfn"caiin='""' Y ~ spection shall ba requestetl within 48 hours after completing an elbctncal installaticn. BUI INGD ARTME ACCEPTANC Appro tl B ate PERMIT VALIDATIO DATE R ECEIPT# TOTAL SIGNATURE OF APPLICANY _. DATE / /(/ ~ [ DO ~ $ ~® {y~ While-I nonnee Onnv ...-n........:. n- .. .. ~ . ~ ---------•~ ~~~--°-^,."'e ~=Pa~~~~~~e~nie ~oio-[:ustomer's Copy Green-Finance MECHA~.~AL F ASPEN•PITKIN qEF .PITKIN COU1~T JOB ADDRESS ~ p~ ~ '~ ~ ~~'~)~~` >~ /'~7~ ~ ~ $~`~ ..... .. ,.,y I ~ ~%~~ /tom ~ .~) , TT CJ/ ~, r:,~ ~0 1~ .~ ....... ~!u .~.. -n n.~'.:~,.. ^~r .,.=-~"kGe.a..: ii LOT NO. BLK.. TRACT ~' "° LEGAL ~(Y SEE ATTACHED SHEET) _~ DES[. OWNER ..„;z ...w ._ ~,a. M..,,.,..,a.:ard~.x ~, b_i~sa a-ra...,w ., ,~-,`_,. . .4. a„ L, v..=..~...~=yw MAIL ADDRESS ZIP ~ PHONE ~CCl~J ~=l-~' CONTRACTOR "^°' aA ~~xk. ... xazy. ,,;,Y.,,;`~.:,,,`5c„~,4,^y-c MAIL ADDRESS PHONE r yICENSE NO ' UGi'/ll ~/~!~ '1!'L-CS C-e -~ ~~ ~- " i / ~ ~ /~ f~~ C am' l ~ S . ,~ . C 3 j . ~~71/ --~~/ /CP l ~ ARCHITECT OR ENGINEER MAIL ADDRESS PHONE LICENSE NO. ..___,. ,, ..._ .n_, ,.....>~.: m.. .i.. :~. ... e,. L4 USE OF BUILDING ~ ..+..~ ...:,,,.=,s'aL " BUILDING PERMIT N ~~ O. aassOFWORK: NEW ^ ADDITION ^ ALTERATION' ^ REPAIR ~ I$tllt?7'0 3 C:;° t t4; a:'i~ i"1 ~:?f5 "- 9 DESCRIBE WORKf s. f~ T u/ A-~72 Yes [~ No ~ Type of Fuel: Oil ^ Natural Gas ^ _ LPG ^ __....... ., , PERMIT FEE - _. S No. Type of Equipment Fee ...,, <:..a..:.:,.,,, Forced Air Systems-Gravlry Systems-B.T.0. Wail, Suspended or Und Heaters Appliance Vent Htg., Refng, CooGrig;Absorption Unit Repair, Alteration or Addroon to Existing System SPECIAL CONDITIONS: ~ Boilers (inclutleS Venty"B'T U ~0 v ~^ L70 /~ e Air Handlin U it g n - C.F.M. Evaporative Looters .,~_ ~.., .- ~ , ,.-,~*x Ventilation Fan APPLICATION ACCEPTED: PLANS CHECKED: APPROVED FOR'ISSUANCEi Range HOOd ev z r /~ Sv ~ ~ Gas 'piping' ... ,. L' -. Gas Log or Appliance ~N- oa oate~ Other N TICS Plan Review $~ C _ THIS PERMIT BECOMES NULL AND' VOID IF WOfiK'~6R~QONSTRUCTION' ~ AUTHORIZED IS NOT ClyMMENCE t3 WITHIN 1B0 DAl''$; OR IF CONSTRUC ~ Permit, $ °~~' ~- - TION OR WORK IS SUSPENDED ~OR A~A~h160~ED'FOR A PERIOD°OF'180~ DAYSAT ~ '" ~ SUBTOTAL $ - ANYTIMEAFTER WORYC IS COMM~NCED: Use Tax $ I HEREBY CERTIFY THATI HAVE READ AND EXAMINED THIS APPLICATION AND KNDW' TOT THE SAME TO BE TRUE AND CORRECT ALL PROVISIONS OF LAWS°AND~ORD - AL FEE $ p INANCES GOVERNINGTHIS TYPE OF WORK WILL BE COMPLIED"WITH W~fETHER SPECIFIED' HEREIN OR NO7.TH~GRA'NTING OFA PERYv11T`60ES NO7 PRA§UAAE TO GNEAT7T!{OR- i SELECTION OFfu1ETHOD FOR PAYMENT OF~USE TAX ITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANV OTRER STATE`OA"LOCAL LAW REGULATING CONSTRUCTIONOR THEPERFDRM'ANGE 6F CONSTROCTION: ~~ ^ MONTHLY OR QUARTERLY RETURN~S~WILL RESUBMITTED. ~~~~ - p ^ DEPOSITMETHOD~3%OF25/OF PERMIT VALUATION PAID NOCNAT ISSUANCE FINAL R~EP`OR " ' ~-~ ~~~ _ 3~~ T ON TOTAL ACTUAL MATERIAL S COS17 ~ O MUST BEFILED WITPoN 90 "[SANS 1fF ~ ? A ' slcNAr "" ' T R ;O APC ETION OF WORK. ` ' uRE OF CONTRACTOR OR AuTHORrzeD AGENT (DATE) GENERAL CONTRACT O RS CHOOSING THIS METHOD MUST REPORT AND REMIT TAX FOR AL"L S°T78dONTRACTORS THAT DO NOT OBTAIN THEIR OWN PERMIT. ^ EXEMPT .::. SIGNATURE OF OWNERpFOwNBR eUILbERf "' ~ : STATE &PITKIN COUNTY RESALE N6 (DATE) .. ., „:.,,r,,,,,, _,,, EXEMPT ORGANIZATION ParmiiVnliri~linn .._... "'.'.' ' - J/o Ube IdX UQpOSIS V811G8tIOR ,~'i .... !~ ~ ~ ~ ,i, COPIES: WHITE-INSPECTOR VEILOW-APPLICANT PINK-FILE GOLD-FINANCE ~'.~ . ,. .. S ^=a, "` •~ B •~~,~.`5 W ~'r~+.«x'.;i~: v_n,~tL~+ .,,vsJ+ES a~'r". a xa_ , %LICA CITY OF ASPEN. [] . _ 5 ~_ ~,.~ . , m~:wwv*r£E3VwswNaxx.F3.~.a,:: `yas~W',P«kv*YE.w`.e`+,'.ti„~3e'~ .~ ,..,.~:~ =~,M w~., ,~ aw~ ..~ ASPEN~PITKIN REGIONAL BUILDING LIEPARTMENT 930 South Galena. Aspen, Colorado 6969 9 ` 303/520-5440 BUILDINGINSPECTION CHECK LIST Inspection `~ Reinscection pay+~~i F ^ STEEL (REBAR) ^ ELECTRIC LUMBING r'..w ~ ECHANICAL rCllflll IVO. ' `-' UILDING Footings Constr. Service Underground Rough R-Frame Cassions Underground Waste & Vent Flue(s) _ Insulation Wall Rough Water Pipe Gas Lo 9 _ Drywall Wall Cores Perm. Service Gas Pipe Combust. Air - Special Struc. Slabs Final Final ~ Ventilation -_~ _ Mobile Home Pads Bonding 'Fire Sprinklers Kitch: Hood _ Final Piers Special - -_ Final _ Bond Beam _ - Arron4erl n..,......_~ _ ... ..., ~..,,~~ u .~--You are required to make the following corrections on the construction which is now in ornnrecc -- - - ~onfadt Fire Marshal for sprinkler inspection. Instructions to Inspector: "' `' DESCRIPTION: # Levels Garage: Att. Det Carport Decks Entry Foyer _ Bedrooms _ Full Baths ~ 3/, Baths _ ~/z Baths -Kitchen ___~_ Dining _ Livin g -Family/Rec Media Room - library -Office/Study _ Exercise Rm. _ Solarium/Greenhouse _ Storage -Laundry _ Mech..- Mud Room _ Sitti g Room Den Breakfast Nook Other ~~p/.e~~i ~~-~t Tl /~ ~ /A~ ~ i ~J ., , ., . i /l_., .. n -~ i Fireplace: M e Model # Gas Appliance: Mae Model # n - Address Contact Phone ~~-~ ~~~ Subdivision Request Recd. Contractor L'~ ~~ Request fo M Owner ~-~'/ ~ Date Insp. ~~aoPe~do~~e Pms;. ~~~ / ~~ Pov.29< ~,~ a. ~,~,~.~,,~ ~,_ ~ ~_ _~ ,~, ASPEN~PITKIN REGIONAL BUILDING OEP;4RTMENT 1 30 South Galena Aspen, Colorado S1 S1 1 303/520-5440 BUILDING IN$PECTI0f5 CT~ECK L'IST~" ~~ ~ ~ ~~ "~ ~ '~' Inspection~_ Reinsoection p~.r~~i ..___,_._ ,!~ li -~ ^ STEEL (REBAR) ELECTRIC .,,... ...., ,. :. ^ PLUMBING ...,..N ...., ^ MECHANICAL rCnnll IVO;...7 r~~~' ^ BUILDING Footings Constr. Service Underground Rough R-Frame Cassions Underground _ Waste & Vent Flue(s) _ Insulation Wall Rough Water Pipe Gas Lo 9 _ Drywall Wall Cores Perm. Service Gas Pipe Combust. Air _ Special Struc. Slabs Final ~ Final Ventilation _ Mobile Home Pads Bonding 'Fire Sprinklers Kitch. Hood _ Final Piers Special - __ Final _ Bond Beam _ - Other: Fireplace: Make Model # Gas Appliance: Make Model # Address -~J'~/~,~ 4`3~C'~ I ~L11 .Contact Phone ~=~> ` ~~j Subtlivision 1 /` y/~ ~: Request Recd. ~~ ~~ ~ ~ ') Contractor C / ~ C ( ~~ D TE TIME NAME ~~" Request f ~ ~ F A.M. P. ~ime G' ~ C~~-t caner C Date Insp. ~~ l nspector E ~eeeo~eeo.e rres., m<. P¢v,29C inted on Recycled ./ Paper ...~~~.h-..'. :. Xi.. PERtFOR FIREPLACE OR STOV // ;~U.,t~~gr'n~ . _ _. Name of owner of property _ Owner's Mailing Address _ Street Address of Property _ Legal Description of Property r/J~ , Redy}cc~e5:%iod~~is+o,~ 3 9 g a-~~ Y 3 Pazoe11D# of Property ~ l ~' Tax Schedule # of Property Structure type: Single Family .Commercial/Office Check one: New Construction Duplex ~0 Condo -~ Other Remodel 0 NUMBER & TYPES OF DEVICES YOU PLAN TO INSTALL: Fc-xie•~ I CoV.vc~}7cvtj~}ett~sVS # OF CERTIFIED WOO VES MAKE, MODEL # 1=A' T~$- C i.kr~~-) .~~f~ l ROOM TC+CO'ru 2,2c:wtMS/tfoulZ E,P jc, ~IMlss~aNSRRTtrL- CATALYST? ' t;5 5i; E: /~"'T7T'~Cd-1F~ Gi?t'Si'TeEr # OF FIREPLACES W /GAS LOGS - ROOM(S) # OF DECORATIVE NATURAL GAS FIRE__ PLACE APPLIANCES W / 4" QR 5" CLASS B VENT - MAKE, MODEL # ROOM(S) # OF WOODBURNING FIREPLACES "" ROOM DOES THE FIREPLACE HAVE AN INSERT? `~ (yes/no) T'YI'E # OTHER DEVICES =TYPE o~ Apt - - NUMBER & TYPES OF DEVICES YOU AL- READYHAVE # OF CERTIFIED WOODSTOVES "- MAKE, MODEL # ROOM CATALYST? # OF FfftEI'LACES W/GAS LOGS "-® ROOM(S) # OF DECORATIVE NATURAL GAS FIRE- PLACE APPLIANCES (WITH 4" OR 5" CLASS B VENT) ^~- MAKE ,MODEL # ROOM(S) # OF WOODBURNING FIREPLACES "~' ROOM(S) _ .. DOES THE FIItEI'LACE .CONTAIN AN INSERT? N/~' TYPE # OF OTHER DEVICES =TYPE ROOM(S) If gas logs or a gas appliance aze being installed in a bedroom, the Building Departatent re= quires proof that the gas log or appliance is approved for installation in a bedroom by UL or AGA and the manufacturer. .~ ~~ / t„ ~ ,~ >$9 Signature ofapplicanE~~'~~ ! Date Y> `~~ Fnv;~nnmanFal HralthDeoartment aooroval Date d~-u2C ~9`~ ~e~- ~~d c,ir ~ iaa y y-:;~5-9~ ASPEN EITKI OUNT B LDING EMIT APPLICAT 'iT~ CKLIST ~„ , ,: RESIDENTIAL D VELOPMENT ~~ ~Smgle- am"Dup~ex, Multi-Famfl ~'If the proposed structure requires City or County land Use Review, all final approvals must be obtained prior to submittal of a building application. Applications with outstanding land use reviews will be rejected in Zoning and returned to t>te Building bepartment. if you are as to whether a review is needed, please contact the Planning Office at 920.5090: PERMIT: LEGAL This is a general list of REQUIRED ITEMS: as each Building permit application form; ~/ "' ~ !~ ^ Access pertnfts -,______~ `~ Two (2) copies of a recent (no more th n one-year survey, stamped, signed and sealed showinglfie proposed structure's tpnnt. The survey must include: ~ .~ All easements and rigfits•of-ways; ,, All structures and improvements; Building footprint located on a topographical survey, using two-foot contour intervals; ~ Location of all trees six inches (6'j or greater Tn trunk diameter, measured fouF and one-half feet (4.1/2') above grade and identified as to type, trunk diameterand species, if located in the City; /~ 1 Two (2) sets of architectural drawings to include: Existing house Floor plans, calculations of floorgrea and existing uses of rooms; Proposed calculafions of floor area and proposed uses of rooms; Exterior building elevations which clearly Indicate natutal existing and finished grades, and which correspond to the topographical map; ~( If bedrooms are being added, a parking plan will be required if located in the City; ^ ArchitectlEngineer stamplsignature when required by Colorado State Statutes; ' Window/door schedules and glass/glazing calculations, shovring compliance with Mode(Energy Code; Structural drawings showing framing layout, spacing,materiaispeclfication and design loads, Foundation plan; - Sections and soils report if required; Floor Area Ratio (FAR) calculations should tie expiainetl and included vriih plans to assist in ezpedib`ng the review; ^ Compliance with Housing Replacement Program, ff located in the City; ^ Deed restrictions; ^ In-lieu fee; ^ Fnal Plats O `: ,, One (1) copy of any approval pertaining to the parcel, fnciuding'but not limited toi ^ Deed restrictions; ^ All Resolutions; ^ Fnal Plats BE ADVISED ALL STRUCTURES MAY NEED ENGINEERING, ENVIRONMENTAL HEALTH AND70R FIRE DEPARTMENT APPROVAII DRAWINGS MUST BE ON ORGANIZED SHEETS, TO SCALE, AND DIMENSIONED TO ENABLE AREA AND HEIGHT CALCULATIONS! COMMENTS: I have read and understand that the above requirements are necessary for a complete building application: Date Received (to be filled in by the Bulding Department): Revised August 13,1991 ~, ACCEPTANCE OF APPROVEb PLANS The undersigned hereby acce is responsibility for code compliance of Building Permit ;~~ It is understood that comments relative. to code comp lance have been made on the Approved Plans and those comments may precipitate changes to the plans to create a structure that complies with the codes of this ,jurisdiction. It is further understood thaf it is my responsibility to review the comments on the Approved Plans and see that the structure is built in compliance with all applicable codes. ~: ~~ ~. o er/c tractor or age t ~~.\`7~..ltinn~l~6. ~it ~`~; title sl ~o l °~~ date ~ _. . ,.. + Y ~ ~ .-. . ChenNorthern, Inc. Cdnsu ~q r.g rages and Sd~ani~ss t >; }~ 5080 Roatl 5= '~` '~ - y Glenwood SOengs. Coloratlo 81601 .., :: .~ r 3039a5-]a58. - 3039e5~2363 Facsimtle ;, .~ .'f% .. ,. pn ~ ,: .. SUBSOIL STUDY FOR`FOUND.4TION DESIGN` ` PROPOSED CABIN LOTS 64 AND 64A TOWN OFREDSTONE PTTKIN COUNTY, COLORADO JOB NO.4 534 92 OCTOBER 13, 1992 ED HUCKABY 4602 NASSAU SUGARLAND TX 77479 Amember of ihe~~groupof gpmpameS ,~., Chen~Northern; Inc. Cdnswnng Gng veers anp Sc~enl~s~s 5080 Road i5a Glenwootl Spnngs. Coioratlo 8i60~ 303945-1458 3039x5-2363 Pacsm~ie October 13, 1992 Ed Huckaby 4602 Nassau Sugerland TX 77479 Subject: Subsoil Study for Foundation Design, Proposed Cabin, Lots 62 and 62A, Town of Redstone, Pitkin County, Colorado Job No. 4 534 92 Dear Mr. Huckaby: As requested, we have conducted a subsoil study at the subject site, located on the east side of Redstone Boulevard in Redstone, Colorado. Subsurface conditions encountered in the exploratory boring drilled in the proposed building azea consisted of relatively dense sandy gravels with cobbles below about 1 foot of organic topsoil. Groundwater was encountered in the boring at about 9 feet below the ground surface. The proposed cabin can be founded on a shallow spread footing or turn down stemwall foundation placed on the natural gravels. The report which follows describes our. investigation, summarizes our findings, and presents our recommendations. It is important that we provide consultation during design, and field services. during construction to review and monitor. the implementation of the geotechnical recommendations. If you have any questions regazding this report, please contact us. Sincerely, CHE - ORTHERN, INC: David A Young Rev. By: SLP DAY/Ir a member of ine Frtfl proupof companies TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY ................................... 1. PROPOSED CONSTRUCTION ........................................ 2 SITE CONDITIONS ................................................ 2 FIELD EXPLORATION ........................................,..., 3 SUBSURFACE CONDITIONS ........................................ 3 FOUNDATION BEARING CONDITIONS .............................. 4 DESIGN RECOMMENDATIONS ....................... , .. , ........... 4 FOUNDATIONS ..............._.............................. 4 FLOOR SLABS .............................................. 6 SURFACE DRAINAGE ......................................... 7 LIMITATIONS .................................................... 7 FIGURE I -LOCATION OF EXPLORATORY BORING FIGURE 2 -LOG OF EXPLORATORY BORING FIGURE 3 -LEGEND AND NOTES FIGURE 4 -GRADATION TEST R"ESI7L;TS __ CLASSIFICATION OF SOILS-FOR ENGINEERING PURPOSES Chen~Nor-thern.Inc. PURPOSE AND SCOPE OF STUDY This report presents the results of a subsoil study for a proposed cabin to be located on Lots 64 and 64A, Town of Redstone, Pitkin County, Colorado. The project site is shown on Fig. 1. The purpose of the study was to develop recommendations for the foundation design. The study was conducted in accordance with our agreement for geotechnical engineering services to Ed Huckaby, dated September 22, 1992. A field exploration program consisting of an exploratory boring was conducted to obtain information on subsurface conditions. Samples obtained during the field exploration were tested in the laboratory to determine engineering characteristics of the on-site soils. The results of the field exploration and laboratory testing were analyzed to develop recommendations for foundation types, depths and allowable pressures for the proposed building foundation. The results of the field exploration and laboratory testing are presented in the report. This report has been prepared to summarize the data obtained during this study and to present our conclusions and recommendations based on the proposed construction and the subsoil conditions encountered. Design parameters and a discussion of geotechnical engineering considerations related to construction of the proposed cabin are included in the report. Chen~Nor~thern. InC. _ -2- PROPOSED CONSTRUCTION The proposed cabin will be a single story log structure about 800 square feet in size located on the site approximately as shown on Fig. 1. Ground floor will be slab-on-grade at an elevation slightly above the existing ground surface. Grading for the structure is assumed to be relatively minor with cut depths between about 2 to 4 feet. We assume relatively light foundation loadings, typical of the proposed type of construction. It is desired to found the building on a pier and grade beam foundation or a monolithic slab and turndown stemwall. If building loadings, location or grading plans change significantly from those described above, we should be notified to reevaluate the recommendations contained in this report. SITE CONDITIONS The site is vacant property on the east side of Redstone Boulevard near downtown Redstone. The ground surface is flat and slopes slightly down to the west with about 1 to 2 feet of elevation difference across. the property. There is an existing shallow depression near the middle of the proposed building which may be the septic tank of a previous structure on the site. (See Fig. l.) The existing gazebo on the property will be removed. The site is vegetated with grass and weeds and with scattered evergreen and deciduous trees. Chen~Norlhern.lnc. _ _.. '."v.,r IN A ~.. .t x;.. y .; 1. ...;.. ," -3- FIELD EXPLORATION The field exploration for the project was conducted on October 2, 1992. One exploratory boring was drilled at the location shown on Fig. 1 to evaluate the subsurface conditions. The boring was advanced with 4-inch diameter continuous flight augers powered by atruck-mounted CME-55 drill rig. The boririg was logged by a representative of Chen-Northern, Ina Samples of the subsoils were taken with a 1 3/8-inch I.D. spoon sampler. The sampler was driven into the subsoils at various depths with blows from a 140-pound hammer falling 30 inches. The sampler was driven into the subsoils at various depths with blows from a 140-pound hammer falling 30 inches. This test is similar to the standard penetration test described by ASTM Method D-1586. The penetration resistance values are an indication of the relative density or consistency of the subsoils. Depths at which the samples were taken and the penetration resistance values are shown on the Log of Exploratory Boring, Fig. 2. The samples were returned to our laboratory for review by the project engineer and testing. SUBSURFACE CONDITIONS The subsoil conditions encountered at the site are shown graphically on Fig. 2. The subsoils consisted of about 1 foot of organic topsoil overlying relatively dense, slightly silty sandy gravel containing cobbles and possible boulders extending to the depth drilled, 15 feet. Chen~Nolrthern.lnc. -4- Laboratory testing performed on samples obtained from the boring included natural moisture .content and gradation analyses. Results of a gradation analysis performed on combined small diameter drive samples (minus 1 1/2-inch fraction) of the natural coarse granular soils aze shown on Fig. 4. Free water was encountered in the boring at the time of drilling and when checked 13 days later at a depth of about 9 feet. The subsoils were slightly moist to moist Becoming wet with depth. FOUNDATION BEARING COND'ITI~C)IVS' ~ ~ ~ ~ ~~ The natural coarse granular soils. excavated at the site should be suitable to support residential type loadings with low settlement potential. Shallow spread foundations constructed as strip footings, isolated pads or a monolithic slab and turn down wall appear feasible for support of the building. All topsoil should be removed in the building area. The existing depression should be investigated and unsuitable soils and debris removed from the site to expose the natural coarse granular soils. DESIGN RECOMMENDATIONS The design and construction criteria presented below should be observed for a shallow foundation system. The construction criteria should be considered when preparing project documents. Chen~Northern. Inc. ,', ~ -5- 1) 2) 3) 4) 5) Shallow foundations should be placed on the undisturbed natural granular soils and sized for the following allowable soil bearing pressures: .Foundation Tvoe Minimum Width (in 1 Bearing Pressure (osf) Strip Footing Pad Footing Turn down wall 16 24 12 3000 3000 2000 Based on experience, we expect settlement of footings designed and constructed as discussed in this section will be about 1 inch or less and essentially occur during construction. Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. Placement of foundations at least 42 inches below exterior grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom to .span local anomalies. Foundation walls acting as retaining structures should also be designed to resist a lateral earth pressure corresponding to an equivalent fluid unit weight of 45 pcf for backfill consisting of the on-site coarse granular soils excluding topsoil and plus 6 inch size rock. All existing fill, topsoil and any loose or disturbed soils should be removed and the bearing level extended down to relatively dense natural granular soils. If the existing depression is overexcavated it should be feasible to re-establish bearing elevation with approved granular fill material, such as base course, compacted to at least 100% standard Proctor density (ASTM D 698). Chen~Northern. Inc. ~"'~ -6- 6) A representative of the soil. engineer should observe all footing excavations prior to concrete placement to evaluate bearing conditions. FLOOR SLABS The natural. on-site soils, exclusive of topsoil, are suitable to support lightly to moderately loaded slab-on-grade construction. To reduce the effects of some differential movement, non structural floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab. use. If a monolythic slab and turn down wall foundation is used, the. wall reinforcement should be extended. into. the slab to limit differential movement cracks. A minimum 4-inch layer of gravel should be placed immediately beneath slabs to facilitate drainage and act as a leveling course. This material should consist of minus 2-inch aggregate with less than 50% passing the No. 4 sieve and less than 12% passing the No, 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95% of maximum standard Proctor density (ASTM D-698) at a moisture content near optimum. Required fill can consist of the on-site gravels devoid of vegetation, topsoil and oversized rock. Chen~Nor[hern.lnc. r-, ~ -~- SURFACE DRAINAGE The following drainage precautions should be observed during construction and maintained at all times after the cabin has been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in' all directions. We recommend a minimum slope of 6 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in paved areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. LIMITATIONS This report has been prepazed in accordance with generally accepted soil and foundation engineering practices in this area for use by the client for design purposes. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory boring drilled at the location indicated on Fig. 1 and the proposed type of construction. The nature and extent of subsurface variations across the site may not become evident until excavation is performed. If during construction, fill, soil, rock or water Chen~Northern.Inc. -s- conditions appear to be different from those described herein, this office should be advised at once so reevaluation of the recommendations may be made. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the soil engineer. Sincerely, CHE~ORTHERN, INC. ~. p r / ~:4i; ~~.557£,9 ,-per C~ ~~, / ~; Q Fa ~r David A. Young /`/' ''2/ /v`/\//~~/\' "k; t 5 2 2 2 c~ / w O 4. ~~ J'J~'FSS'Ot6At E~,~•°~~ Reviewed BY / G ATE OF i;01-~~P Steven L. Pawlak, P.E. DAY/lr Chen Northern. L1c. ~""'~ .Legend: M Topsoil; organic silty sand with gravel, firm, moist, black. og Gravel (GM-GP); with cobbles, possible boulders, sandy, slightly silty, dense to very dense, slightly moist to moist and wet with depth, mixed brown, rounded. ^ Drive sample; standard penetration test (SPT), 13/8-inch I.D. split spoon r sample, ASTM D-1586. 47/12 Drive sample blow count; indicates that 47 blows of a 140-pound hammer falling 30 inches were required to drive the SPT sarnpler 12 inches. 0,13 Free water level in boring and number of days after drilling measurement was made. Notes: 1. Exploratory boring was drilled on October 2,1992 with 4-inch diameter continuous flight power auger. 2. Location of exploratory boring was measured approximately by taping frorn features shown on the site plan provided. 3. Elevation of exploratory boring was measured by instrument level survey and refers to the Bench Mark on Fig. 1. 4. The exploratory boring location and elevation should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory boring log represent the approximate boundaries between material types and transitions may be gradual. 6. Water level readings shown on the log was made at the time and under the conditions indicated. Fluctuations in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content (~} +4 = 'Percen't retained on No. 4 sieve -200 = Percent passing No. 200 sieve 4 534 92 Chen~Northern,Inc. Legend and Notes Fig. 3 r z N i F 2 U a Z a r w U w a HYDROMETER ANALYSIS SIEVE ANALYSIS 24 d6 100 TIME READINGS HR. ] HR. MIN 15 MIN. 60 MIN. 19 MINA MIN 1MIN "2 U S. STANDARD SERIES 00 '900 ~'60 'd0 30 '1fi~10~y ' CLEAR SO UARE OPENIN 5 d 4" 0" 1R, 3" 6"6' 8" 0 90 10 20 ]o 30 so a0 50 $Q d0 60 30 ]0 20 t0 0 .00 1 002 .005 00 9 Ot 9 03 ] W d ta 9 29 ] ^^59 0 1 t9. 2.3 8 d I 6 9.5 2 t9 .1 38 .t . ]6 .2 t2) 2a i« HYDROMETER ANALYSIS TIM RE DI SIEVE ANALYSIS 24 E A NGS HR. ] HR. U.S. STANDARD SERIES CLEAR SQUARE OPENINGS d6 100 MIN.iS MIN. 60 MIN. 19 MINA MIN. t MIN. '2 00 '100 'S0 •d0'30 •t6 t~6 ' 4 " ' 4 v: Ph" 3" S"6" 0 90 1( 80 2C ]0 30 40 50 SC d0 fi0 ]0 20 80 t0 90 0 Wt -002 .00 6 .00 9 Ot9 .031 W a 1 a 9 29] .59 0 1 f9 3 6 a] 6 9.5 2 19.t ] CLAY TO SILT GRAVEL % LIO UID LIMIT SAMPLE OF CLE IN MILLIM FTFRA SAND % SILT ANObLAV' ~ oio % PLASTI CITY INDEX ° FROM L Q _L L L i Z H 2 w v a 8 t ]6.2 t2] 2 100 i62 ' I 4 534 92 I ~hej~~N01-(hern,~t1C. GRADATION TEST RESULTS I Fig 4 LLL--- GHAV tL 59 % SAND 34 - % SILT AND CLAY 7 a/ LIQUID LIMIT.., ,.., % PLASTICITY INOcX % SAMPLE OF slightly silty FROM goring 1 @ 2.5 and4.5 sandy gravel combined Chen-Northern, Inc. Cam` ~IFICATION OF SOILS FOR aINEEF "'^°^•°~ ^° eta °•«°°~•~•°•^~ ASTM Designation: D 2487 - r33 (Based on Unified Soll Classification System) Soil Classification Criteria for Assigning Group Symbols and Grou p Names Using Laboratory Tests' Grou p Symbol -, r « Name° Coarse-Grained Soils Gravels More than 50% retained on More than 60% coarse Clean Gravels Less than 6%fines` . . Cu?4 and 1<CC<_3` GW Well graded gravel` No. 200 sieve traction retainedoh No. 4 sieve Cu<4 and/dr 7>CC>3F GP. Poorly graded gravel` Gravels with Fines More than 72%fines` Fines classify a9 ML orMH GM Silty gravel` °" Rnes classify as CL or CH GC Clayey gravel` ° " Sands 60%or more of coarse Clean Santls Less than 6%fines° Cu?6 an0K_Cc<3° `SW ' Well-graded santl' fraction passes No. 4 sieve Cu<6adtl/or 1>Cc>3` SP - Poorly gratled sand' Sands with Fines More than 22%fines° Fines classify as ML or MH SM Silly santl° "' Fines classify as CL or CH SC Clayey santl° "' Fihe-Grainetl Soils Silts andClays 50%or more passes the Liquid limit less than 50 inorganic PI>7 and plots on or above CL " " Lean cla y " No. 200 sieve A line' PI<4 or plots below "A" ML Silt" `" line' organic Liquid limit-oven tlr'ed <0 760L Organic clay"`"" . Llqutl limit-not dried Organic silt"`°° Silts and Clays Liquid limit 50 or more inorganic PI plots on or above "A"line CH Fat cla Y' `" PI plots below "A"line MH Elastic silt"` " .organic Llquitl limiT-oven dr ed <0750H Organic clay""' Llquitl limit -not deed Organic silt" `° ° Highly organic soils Primarily organic matter, dark in color, and organic odor ~ PT Pea[ '9asetl an the material passing the 3-in. p6-mm) sieve. • . - • Ip h ..:. ' II Iie10 ssmple wnfainetl cobbles or Dpuloars. or bo1R " Cu = Dw ~0 ° Cc = '0 pi0 " p If AOarberg lim is plot in aatche0 area, soil is a CL-ML, atltl with cobbles or boultlare, or Doth" to group name. °0 sdry clay. °GmYNS with 6 to 12%lines require tlual symbolsi 'll soil contains ?t6%sano, atl0 "with santl" to group 'll soil contains 15 to 29%plus No. 200, aotl "with sand" or " GW-GM well-gretle0 grevel with silt name with gravel", wtiich¢ver is preEOminant. Gw-GC w¢IlgraOeC gravol with clay °Ir fines classify as CL-ML,use Cusl symbol GC-GM or III ~'I °onlains ?30%plus No. 200. preCOminantiy sand. GP-GM poorly gretllM grevel wnh silt . SC-SM. atl4"santly"to group name GP•GC poory gretletl gravel with Clay ° 'll lines are organic, atltl "with organic lines"to group "1l soil contains?30%plus NO. 200. Pretlominantly gravel, SerWa with 61o t2%4inln require tlual symbolsi nam¢: atlo "gravelly" to group name. SW-SM woll-gratlaO SarW.wtlh silt 'If soil caatains>15% ravel, aEO'Witn ravel"to 9 g group ~PI?<arl0 plots on or above"A"line. ° SW-SC w¢II-gratletl aantl with clay name. plGa or plots below"A"line. $P-$M po0ny gretletl ssntl with gilt -PI plate on or a0ove "A" line. SP-SC RoorlY 9ratletl santl wiM clay °PI plots Dalow "A" line. SIEVE ANALYSIS SCREEN-IN I SIEVE NO. 6G t~ a2lnt% % a t0 ?D ao 60 top 200 0 50 ~ 20 ~-- a Z Dw=t6 mm w W ~ `~~ a a0a a Z ~' w ~ ¢ 6p °. ~ 30 ~ g°=2.5 mm w (.J ~ i ~ ~ p eo r i] g 20 D.,=o.a]s n. ° tao I I I I I I 10 so to s t.o os o.to 7 PARTICLE SI2E IN MIILIMETEflS 4 0 0)6 200 qc = u D s 6 0 ~ .° . . p,t" jgw 0.075 • is Porelnalaoaplt altrls-gnllyd aex.,lia.. ` OnpraYytl llacUOn of coerse9relnetl / aONS / / C-quation W -A'-line ~, Fbr¢omal et Pl=4tp LL=26.5, y% ~ t~ Caen PI = 0.]S (LL-201 ,~/ ~ ~\ P Equation of -U'-line yMigel at LL=t6 to Pl=] / men PI=0.9 (L1.91 / G ~ ~' / O i ° MH ~ OH / G~, ML q fl OC I _ _ - -- -. -" .+" w ru 60 90 100 110 LIQUID LIMIT (LL) _ ; rk ~+, - ZONING CHECKLIST c'~`a Owner's Name ~'cn c~Ka l~T l~ c~ fn1n,~.r n/ Permit # ~~~ 3 Contact PersonMumber ~'7/ ~~ ~g o - ~1~~f3 Date Reviewed 3"~?~ ~~~ Job Address .5~~ ~ t ~~~D I~'(~ C( . Legal Description /efS ~~/tC~~li~ ~uuiSC(`I l~fo~' ~(?L~'~~c~ - /~ Access Permit #94- ^ Existing Residence 1041: ^ Minor ResoY~onPb.~--Tr'~c,~tU~G~ Plat MapBodc Page ^ Wildlife ^ Wildfire. ^ Flood Plain ^ Slopes ^ Geobgic ^ Ridge Line ^ Scenic Overlay Other BOA: ~ WA ^ Denied ^ Approved EDU: `~wA Reso No. Deed ResUiction: Book .Page Topo /Survey: ^wA Date ~/" ~ - 9~- Job # ~,,, ^ Schmuesser ~ Lines in Space ^ Aspen Survey Engineers ^ Scarrow ^ Alpine Surveys ^ Otlier: _ T Work 1~12.t,y T e Und S ~` Lot Siz ~~, _ ~' ~, YPe YP F `~ e ~~- Zoning ~- Allowed Prooosg~ r v Floor Area aag~ ~ # of Bedrooms / ~ S~n~~ hcr~s~e Existing /S _b ^ No Increase Floor Area l320~~ ^ 15,000 sq. ft. maximum ^ 15,000 sq. ft. residential Plans 3-31- t Height 6,~i '~S i ~ Cert. of Occupancy ~f'2~"~ y Setbacks Front 3G ~ Side S '--~'~ Rear I~ Within Approved Bldg. EnvJOutside AlI Setbacks . ^ Conditions to be checked at CO Descri~t on•• # Levels d- Foyer _ Garage: Attadt _ Detach _ Carport _ Deck _ Kitchen ~ Dinirg _ Uving _ Family_ .Bedrooms- Utxary _ OfcJStudy M~ia Room _ Exercise _ SolariumlGreenhse _ Laundry _ Mud _ Mech. _ d'`~a Srorage_j._~ AtOC_Other: ~~/locZ'im~ Over: Yes ~ No _ ~- ~~ C~ P S 5 den. %N~/~ -~ .--~' S~~ U~ e~-e ,~~~-Z~ceG~~~~ G~.~o~ G~ ,4cL~s a.~ ~X~ Sf~,Q~.e S~ Lcf S/Ze fff6'Pct = ~Co<<(v ~ ~/=~-= ~,~~1 ~` ~~r rS~ ~foo ~ - 5~~cc~~ ~~~~ ~r~ Z~a~~eot~{a,{ GOJ,7,~ ~zl = 87~~7~ ~5',X zl a~S~~ ~Z~3 3~ ~ X ~E = Z r~~ -~~~- ~' 1 ~~ o~l~ ~ ls,~ 1~~~`~ ~ f(SG~~S ~~ ,_, ~P~l ~ x ~ = ~ ~ ~ (3 8 ~ ~ S