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HomeMy WebLinkAbout5447 No. 5447 GAR/EIBLD QOUNTY BUILDING, SANITATIONaudPLANNINGDEPARTA AUNT 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 (303) 945-8212 Job Address Coq/ Wildwood Lane, No Name, Glenwood Springs Nal❑re of Work Building Permit UseofBuildinr Single Family Dwelling w /Double Garage Owner Tom Lacy Contractor DM Neuman Construction Company Amoontofpermit$ 1055.17 Dale March 20, 1995 Permit: 639.50 Plan : 415.67 Paid $354.25 8 - - S. Archuleta Clerk i GARPIELI) COUNTY 1 F" ' k ,„ ' APPLICATION FOR. BUILDING PERMIT i � � ° � _ PERMIT NUMBER s� , 7 Pid 'r 1ii' '' ` ' i ; please print or type DATE 3- aO - 95 " TO BE FILLED OUT BY APPLICANT PLOT PLAN -- 1ADDRESS Wild wood Lane _ ; NOTE: Show easements, property line dimensions, SUBDIVISION No Name all other structures, specify north, and street hji ( • FILING # LOT # BLOCK ;» name. For odd shaped lots, or if space is ▪ TAX SCHEDULE # too ,sthaii provide separate plot plan. LEGAL (SEC /TWN /RNG) _ # OF BUILDINGS NOW ON PARCEL • �NAPIE Tom Lacy USE OF BUILDINGS NOW ON PARCEL b • ( MAILING ADDRESS n0 Box 2481 �/ ( CITY GS PHONE 945 -2734— 57� �c �( 1S; 8�6 = 9// , i g (NAME Enartech Inc. ? a,5/I e Z (ADDRESS BOX 160 CITY GS _ (5-76 ? /4,9; 6 ' ` / • NAME DM Neuman const Co _ 77 377, 'tA ADDRESS Box 2 317 {CITY GS _, s PHONE 945 -7502 LICENSE # gsnT 15ICa /,312 = X 2 0 ,/ 6 77. / CLASS OF WORK p,.cLct.%c /s9C ry, 9W- ; C j/2-9? NEW X ALTERATION ADDITION / Q DEMOLISH REPAIR _ —_ MOVE �"L �j /I G ¢) tc l/ /'/ MOBILE HOME (make /model) S.F. OF BUILDING 1 5 7 6 S.F. OF LOT 21800 '1--7-71-/ITC. rr # OF FLOORS 1+ walkout HEIGHT 21' / o # OF FAMILY UNITS 1 # OF BEDROOMS 3 INTENDED USE OF BUILDING , resi rienre GARAGE: SINGLE DBL - - CARPORT: SINGLE DBL FRONT PROPERTY LINE FIREPLACE _ x -gas DOCUMENTS ATTACKED STREET NAME /ROAD NUMBER W'ildwood Lane WATER SUPPLY community CHECK IF CORNER LOT _ DRIVEWAY PERMIT DESCRIPTION OF WORK PLANNED single family SITE PLAN y._ residence, framed const BUILDING PLANS x SANITARY SEWER CLEARANCE x I hereby acknowledge that 1 have read this ON SITE SEWAGE DISPOSAL PERMIT _ aoplication and the above is correct and I OTHER DOCUMENTS (specify) agree to comply with all county ordinances septic system plans x _ and Late lams regulating building construct on �. i�sr -ei «. � �� G ,l 6_..Y] L C¢ )acc___ 'R -), - i G NATURF / '9°JVs/ 79 vgt1/49tfOFJ FOR OFFICE USE ONLY VALUATION/ /?(. nP FLOOD HAZARD _ PERMIT FEE $ /•LAN CHECK PJJ ' CERTIFIED BLDG ELEVATION 1'014L FEE $ A_- ./7 SCHOOL 4'7#' ^$ 200 — SPECIAL CONDITIONS t�, /9A y ,) Cr ';4 - :. DATE PERMIT ISSUED — 11l11I 1 5^ r;!-r:�_ r ?'�q!lkv /.1 r-r _ �fi/ y;/;','rY..- ZONING DISTRICT ��� PROBLEMS WITH PERMIT TYPE OF OCCUPANCY - 1 TYPE OF CONSTRUCTION p1 ADDITIONAL INFORMATION NEEDED S.F. OF BUILDINGf21. Z 37n S.F. OF LOT 22 MAX. HEIGHTZ�j Vale- L✓ L ROAD CLASS. CERTIFIED BY COLORADO REGISTERED LAND SURVEYOR SETBACKS FROM PROPERTY LINE: FRONT OR ENGINEER REAR RIGHT LEFT _ OFF STREET PARKING SPACES REQUIRED - i _ iii APPROVED:. _ e rr o r APPROVED: % .. - / i -... BUILDING DE'ARTT DATE PLANNING D*PARTMENT ,' DATE pQ �/ \ ,: Vr V- 1 ?;\ FOU D REBAR I* A, AND PLASIC CAP LS/14111 * C�O ■ v WITNES CORNER / co 1 ro 1 7 ' 4 2' 0 p � fi � ‘ I l SOUTH LINE OF O 4, .: o, :'„» m NE1 /4 SW1 /4 ^ 00 in. ` 1 SURVEYORS CERTIFICATE zi m fi I, Jerome F. Gamba, a regeistered professional engineer and land xi surveyor in the state of Colorado, hereby certify that this plat is a true representation of a survey conducted by me in November, 1992. Jerome F. Gamba P.E.& L.S. 5933 BOUNDARY AND TOPO PARCEL LOCATED IN NE1 /4 SW1 /4, SEC.2, T6S, R89W 6th P.M. SCALE: DATE: SHEET 1" = 10' NOVEMBER 9, 1992 1 OF 1 DRAWN BY: CHKD BY: APPD BY: PLAN NO. ` GRB MJG JFG 92095 \LACY i : t p. .4 1 Mt y . I I 1 _ NI SOUTHEAST CORNER OF 6 NE1 /4 SW1 /4 SECTION MIT --.---'''-1----, al T. S., R. 8J W. 6th F /S88.18:10.0: ro f y (TI ER 3.08 4(TI E) i co FOUND REBAR AND PLASIC N CAP LS 14111 °i WITNESS CORNIER 10 0 10 20 30 -1 -.. _ . ∎._ -- S NM MN S GRAPHIC SCALE IN FEET cz11 1 INCH = 10 FEET 4/\ THOMAS C. LACY SHEET NO. a P. P.O. BOX 185 ' J G v� S ILVERTHORNE CO. 80498 JEROME GAMBA & ASSOCIATES, INC. •�/ CONSULnNO BflNEERB & LAND SURVEYORS POST OFFICE BOX 1458 t01[ HCNl - 800 COLORADO AVENUE PROJECT: 92C GLENWOOD SPRINGS, COLORADO 81602 (303) 945 -2550 MAR- 31 -95 FRI 04':43 PM,_ PIONEER MATERIALS W. 1 303 434 2732 P.01 • A nd , l; e 1 §N W,0 --. 1 f1 i N � C 73 ,, .1 ^ u,F,4,,, :,„: ..( [ _ 4 , ' . , . 571,c • ft � War �t., :7,1, It;': '{fTV r . 3156 Perkins Drive Crirnd ,aunt..1 iun, , Colorado 131504 er re " ............ ....- -----elii6 • 1 Date: 3— - 3 — S5 r. M 4 . h ¢t,. Please Deliver the following pages to: 1 ?f e... 1. • Name s Company: S ` (tP i ,` 1 ' Fromk. 1 i� � ,L,.. p, 1 • I 4I , 1 FAX No. (303) 434 -2732 1 ' i(1 ' 1 I , , ` i Ili f _ TEL No. (303) 434 - 8628 a' "" � J1 i T'i�.' ret C. DI PS: Ar NwUM,r al pages being trentiuitted ( including this cover ahuLAt): • y WON .. '. ,la ICBO Evaluation Service c. nference of Building Official A Subsidiary corporation of the International CO ppport No. 2728 November. l S � ` EVALUATION REPORT —v--- Copyright of 1993 ICBO EvaWatipn Service, Inc- • —__ Filing Category; EXTERIOR COATINGS (060) 2. Substrate ?he substrates are to he structurally sound, clean. cry DRYVIT DUTSDLATION` EXTERIOR INSULATION and smoot with all dust and deleterious materials removed ? here are ANO FINISH SYSTEM to be no planar irregularities exceeding 1 /4 inch in a 4 -toot radius. lied DRYVIT SYSTEMS, INC. ONE ENERGY WAY 3 Aesi Dryvit AOEPS The adhesve dire. ctly dh to the v e es: rmce a. ba ck surface of the Adhesive: insulation board as a continuous • i nch - POST OFFICE BOX 1014 a tt Inches. WEST WARWICK, RHDOE ISLAND 02893 coating, using a U notched trowel to produce a r!4 inch -wde by Is 1 / ap p Grtlanti 1. Subject: Dryvit l : The Exterior Insulation and Finish System. d D at. D notch Primus /Adhesive: The adhesive is mixed with to the entire I ari' II. Description: A. , General: T he Dry Dutsulatimn Exteriorl ed tote cement it a ratio by weight o one to one and is app i and Finish System is a five oo ooncre t syetom that may be app surface of the insulation board with a rounded U- notched trowel to pro- y 1 it inches. float substrates of masonry, concrete, exterior plaster, and watenesistant Dryvit primusladhssive mixture is pat deep patch ever duce a minimum' /4 -inch wide by 3 /8-inch-deep adhering er : .a o be y core gypsum sheathing complying with ASTM C79 and sound, unpainted wood-based sheathing complying as Exterior or Exposure 1 grade as noted in NER -108. The five components consist of an adhesive, molded sheathing meat: The coated insulation board Is immediately placed hen expanded polystyrene insulation board, a woven glass fiber fabric, a base coat and a synthetic plaster finish. See Figure No. 1 for typical installation izontally in a running bond on the substrate and and into place. Firni pres details. sure is then applied to the entire surface to ensure complete cantac B. Mterials: 1, ADE S is pr m� ed, formula ed. wa e based acryff abutted tightly. Ne adnes ve'8 permitted between the boards. edges °r insUlation boa ds. copolymer. Shelf life of the product is one year when stored In a cool dry Ternporary fasteners may be used especially where contours ex'[S , t location. ensure adequate contact between . Care should ted i s lat when oar dea n dr' n b. Droll Primus /Adhesive: The Dryvit primus/adhesive is a copolymer substrate during the drying p dispersion with a quartz sand aggregate that is made to be mixed with the fasteners to avoid damage to the insulation board. o additional work bee onn to le a minimum c 24 now portend cement. Shelf life of the product is one year when stored Once the insulation must elapse prior When In 2 coal dry location. �� 5. Coating and Reinforcing Fabric: a. base Coat: Using a ;txinle; 2 Insulation Insulation The Insulation aino is a molded, rigid expanded steel trowel or spray equipment, the Dryvit primus /adnesive. mlxtu:e poly. flame-spread 1preadtianbonotexce ding nominal deasmoke-density 1poundptingnit the NCB base coat is applied to the entire ex osedsurfaceofthe. °t'' exceeding The s te atablei 25 ckne mend ratingnot 1r inch. to 1 CO of waxer may' exceeding 450, The boardlsavailableintnickn ¢ssesrang!nglroma(ylnch boardteauniformthicknessof ,te added toy gallons of base coatto enhance the workability. The remtorcu or 4 inches and in maximum widths Of 24 inches and maximum lengths fabric is placed against the wet base coat and, by troweling from me cep' or 4 feet. 3. Orrin Base Coat; Tne Dryvit base coat consists of one 0f the follow- to the edges, the fabric ing base materials applied to the outside surface M the insulation board; over corners and is lapped not less than 2 inches at febri edges. a. Primus/adhesive mixture, which consists of Primus /adhesive mixed b. Flnlsh: After the base coat has dried a minii iunl of 24 ho:; ra. the 0 m a ratio of one to one by weight with Type{ portiand cement. vit finish material maybe applied. The material is mixed with a nigh -Soo b. NGB base coat which is a fu11y f ormulated w ater -based preduct mixer until a uniform workable consistency is attained, Clean water 17 l ied without the addition of outland content. Shelf life of the prpduot be added to adjust workability in accordance with the manufacture s one year when stored In a cool dry location, instructions. The coating is spray or trowel applied directly to the re 4. Dryvit Reinforcing Fabric: The Dryvitreinforein ° fabric isabat- forced base coat and is leveled in the same operation, When the fln,;hl t anted open weave glass fiber made from twisted multiend strands and gelled, the desired texture is achieved by a variety of m h o , n�:t e . 'h e , !fait, treated for compatibility with the other materials. The mesh weighs mini- or boats. The final nominal thickness is appcoxt Y mum 4.3 ounces per square yard with a 1mately by 6 thread count. Other rein- tire No.1 for further details. n forcing mesh types are available for use where supplementary Impact 0. Control Joints: Horizontal control }Dints are required at earn h 3 resistance is required in accordance with the manufacturer's instructions. se in wood-framed construction, Control joints must be in_talied as s fi 5, Dryvit Finish; The Dryvit finish is composed of natural mineral cified by the architect designer, builder or exterior coating manulaCir aggregates and fillers, colored pigments and an acrylic latex emulsion. in that order. s, Shelf life of the product is two years when stored at 40 °F. E. Wind Design: 1. General: Allowable transverse wand preset. rt Cl, Application: 1. General: All exposed edges of insulation board must based on systems installed in accordance with this report are set for, be wrapped with the reinforcing mesh fully embedded In the base coat, this section, Adsqua.Cy of the framing system to resist the applied la A hit /;buluation reports of IC80 E. walwalian Service , lot„ are issued solely to provide information to Clase of 1030, utilizing The code upon tvhid: rice re in i.s baved.h: valuati report..' are not to be ronslruedas representing aesthetics or any Other attribafe$ not specfcallyaddressednoe as an endnrsemtor or%ec Gi d atinn f(q,axl' of Ike sobjert report. u Ck wa, nth report Ix baled upon independent tests or other technical data subrnttted by the applicant. the 1C80 Evaluation Service, Inc., technical staff. ha; re+irx'e 0 'qpl r tr vtrrxrtltx et herdala, but does not possess testfatilidest o make an Independent verification. There i na warranty by l Evaluation Ser ic t.lrc., e sa ex orimptlyd, u.' m any' bending "onutlttrl natter to the report or as to any product coi'ored rho report. Thisdisclafiner tncIud , but it opt ltmitedto, m erthanfa b. Sr i — - Page 1 • L. ' " 2 of 6 Report No. 2728 m e investigated. Maximum allowable deflection of structural wall blocked with sating insulation. Openings in walls must be framed with No, .,:\ - c • .eats is 1/240 of span. 16 gauge steel flashing. The rest of the construction is as described in I 2. Where the system is applied to complying wood-based sheathings, Section II C of this report using Dryvit primus /adhesive as an adhesive and installed in accordance with Chapter25 piths code, allowable loads speci- base coat. The Insulator board is limited to a maximum thickness of 4 fed in the code may be used. inches. 3- Where the system is applied to Minimum 1 /2-inch-thick Water-rests- 2. ADEPS Adhesive and NCB Base Coat: When ADEPS adhesive and au cure gypsum sheathing restored to 3sls•inch•deep, minimum No. 18 S NOB base coo are used. one layer of `le- inch•thick Type X gypsum wall• gauge steel studs or nominal 2 by 4 wood studs, spaced a maximum of board is installed with long dimension parallel fa studs on the interior face 16 inches on Canter, with minimum 1 inch long, Nc. 6 self•tlrhling of minimum No. 20 gauge steeistuds spaced a maximum of16 inches on .buglehead drywall screws spaced a maximum of 6 inches on center, a canter, One layer of 1 /2 Inch- lhickwater•reslst3ntcore gypsum sheathing positive wind load of 55 pounds per square foot and a negative wind load complying with ASTM C 79 is applied with long dimension perpendicular of 40 pounds per square foot, can be resisted. to studs on the exterior Lace. The gypsum wallboard and sheathing are ' stem Is applied to the substrate described in Section attached to the studs with No, 6 drywall screws 8 inches or. center along 4, Where the system pp the perimeter and 12 inches on center in the field, All joints are taped and li E 3 fastened to 6 -inch -deep, minimum No. 16 gauge steel studs or nom- along with screw heads, are covered with joint compound. The rest of the inal 2 by 4 wood studs. spaced a maximum of 16 inches on center, with construction is as described in Section II 0 of this report, using ADEPS minimum. 1 / inch-tong, No. 6 self- drilling buglehead drywall screws adhesive and NCB base coat. The insulation board is limited to amaxirnum Spaced a maximum of 4 inches on center, a positive wind load Of 55 thickness of 4 inches. pounds per square foot and a negative wind load of 70 pounds persquare G, Fire-resistive Construction: The Drrvit Outsulation System may be foot, can be resisted. applied over exterior fire -rated walls required to be of combustible 5, Where the system is applied to the substrate described In Section construction without affecting the hourly rating. The system may also be. it E 3 fastened to 3 /d inch-deep, minimum No. 16 gauge steel studs or applied over exterior noncombustible nonload- bearing steel•iramed gyp - nominal 2 by 4 wood studs, spaced a maximum of 16 inches on center, sum wallboard wall assemblies of up to two -hour fire - resistive rating and with minimum 1 -inch -long, No. 8 self- drlliing buglehead drywall over any concrete or concrete masonry walls, without affecting the hourly screws spaced a maximum of 6 inches on center, a positive wind lead of rating. 55 pounds per square foot and a negative wind load of 40 pounds per H. Identification: Material containers are identified by the manufactur- square foot can be resisted. er's name, address, the product name and expiration date. Insulation 6. Where the system is applied to the substrate described in Section boards are delivered In sealed polyethylene bags bearing the. word "Out - II E 3 fastened to 3 inch -deep, minimum No. 20 gauge steel studs with sulation" Additionally, one edge of each board will bear the wording "Du:- minimum 1 -Inch -long, 0.16 -inch panhead self - drilling screws with sulation ", 1CB0 ES Evaluation Report No. 2725- -RADCO 0.43- inch -head spaced a maximum of 6 Inches on center, a positive and (NEROA•204)," crthe markings required for WS i beard specified In Eval- n a wind load of 30 pounds per square foot for stud spacing of 16 cation Report No. 4169 or for EWO board specified in Evaluation Report li 'on center and 20 pounds per square foot for stud spacing of 24 No. 4059. One board in each bag bears the same wording on each face. inches on center, can be resisted. `Listing number and plant Identification number of block molder. 7. Wnere the system is applied to minimum 2.5 pounds per square III. Evidence Submitted: Reports of tests in accordance with ICBO E5 yard diamond rnesh metal ;ath that is fastened through minimum Acceptance Criteria for Exterior Insulation and Finish Sysferrs, dated Jan- '! -inch -thick water- resistant core gypsum sheathing to 6- inch -deep, nary, 1993, reports 01 tests in accordance with U.B.C. Standards Nos. minimum No. 16 gauge steel studs spaced a maximum of 16 inches on 17-6, 42 -1 and 43 -1, application instructions, quality control manual for center. with minimum 1 / inch -long, No. 6 self - drilling buglehead dry- the insulation board and product. brochures. wail screws with '!1a- inch - diameter metal washers, spaced 6 inches on center around the peometer and 10 Inches on center in the field of the Findings sheathing board, a negative and positive wind load of 60 pounds per square foot can be resisted. 1V. Findings; That the Dryvit Outsulalion'° Exterior Insulation and Fin - 8. if ir. the system described in Section II E 7, 3.4 pounds per square ish System described in this report complies with the 1991 Uniform yard metal lath, No. 18 gauge steel studs and 0.15- inch•dlameter mini- Building Code and 1992 Supplement, subject lo the fallowing condi- mum 1 /s -inch -long. self- tapping panhead screws at 6 inches on center done: are substituted, a negative and �Qsive wind Ioad o150 pounds persquare 1. Construction is as set forth in this report and the manufacturer's loot can be resisted. instructions. 9. When the systern is applied to masonry, concrete or exterior piaster 2. The insulation board is separated from the building interior with substrate, a negative wind load of 70 pounds per square foot can be a thermal barrier complying with Section 1713 of the code. resisted, 3. The Insulation boards are identified as described In Sectlan i1 H. F. Noncombustible Construction: 1. Primus /Adhesive Mixture as 4. The system may be installed on walls required to be of noncom. Adhesive and Base Coat: Application. to walls required to be of noncom- bustible construction, provided there is compliance with Section bustible construction requires 3 /s -inch, minimum No. 20 gauge steel II F of this report studs a116 inches on center, maximum. One layer of 1 /2- inch -thick regular 5. Installation Is by titled contractors approved by Dryvit Systems, gypsum wallboard is installed vertically to interior stud Ranges. One-half. Inc. inch•thick water - resistant core gypsum sheathing complying with ASTM B. Installation cards as shown in Exhibits A and B must be cam- C 79 Is applied to the exterior stud flanges horizontally in a similar manner except for joints being staggered from those of the interior wallboard, The pleled by the EIFS applicator and the sealant installer, and pros- sheathing and wallboard are fastened to studs using No. 5drywall screws ented to the building official at the completion of each project. spaced 12 inches on center, Openings between floors and wails must be This report is subject to re- examination in two years. - • MAR -31 -95 FRI 04:45 PM PIONEER MATER AL._ N. _ . " Report No 272; Page 3 of 6 1 a 4 d :3r' Hir - 0 l ,l /° I I I t es 44 �j { 1N1 I I ,. __ y�•i I 1 I 1 ^ III I �� I, , I r l ,J ©0 E Iii I l , ---„. i 4., � -,.. ./ _, I l t _— III, l-..YD Rool Lnvat /I.W 1 Gnuao Pan' .q ROOF larIPAPQMGeuga Foaming Meldl Pa.00at COp fialr CmllImuln on lawn/ OII PWepal COP LOVOV — ni «`� 1111'-'" __tit: e Whwow lembNgnl GoWS komltq oda Haag/ tl 9 M nouga kerning Aluminum Rome Hpllow Field f W me FIGURE NO. 1—TYPICAL INSTALLATION DETAILS -,r. Pt,ge 4 of 6 Report No. 2728 INDEX NUMBERS 1. Dryvlt finish. 2. Dryvit Insulation Board (DIB) 3, Adhere DIB to substrate with Primus /Adhesive or ADEPS o € 111 ` 1 Adhesive as appropriate. 11 4. Dryvit reinforcing mesh embedded In Primus /Adhesive ' base coat. 5. Extend Dryvit reinforcing mesh, base coat and finish onto structural steel studs or track at panel edges. 6, Back -up rod and Dryvit- compatible seaiant. Window sniiuom moos o,dminc 7. Solid substrate. "°'^" ""` N0 " " /InI& r0' °`a■"Jn° 8. Structural steel studs. 9, Structural steel stud track. 13. Dryvit- recommended sheathing. FIGURE NO. 1--TYPICAL INSTALLATION DETAILS-- (COnlinue0) 26. Double structural steel studs at door or window jambs, 40. Wrap Dryvit reinforcing mesh and base coat 2" minimum at underside of DIB. 41. Slope Dryvit System for positive drainage; minimum slope 6" in 12 ". 42, Metal cap flashing. 43. Dlyvlt- compatible sealant (with appropriate bond breaker). 44. Glazing system and shires. 45. Integral flashing by glazing manufacturer. 64. Back to grade as required. 65. Door, jamb and shims. 66. Roof flashing and counter - flashing. 67. Roof assembly. 70. Extend roofing membrane to underside of metal cap flashing. 72. Wood Studs or floor joists, 75. Metal flashing as required by others, MAR -31 - 95 FRI 04:46 PM PIONEER MATERIALS W. 1 434 2732 P.05 Report No. 2726 -^ne 6 of 6 _TB — (S aal:7+ INSTALLER NAbS) Outpletion Date — (tan) _ OR THE SEA � S L 7 IN �TNC ION FMB AN E E AT IRE t ADl7tr ESS 3 DICATED SYSTEM (tan) INSTALLED ON 'IHE STRUCTURE BELOW: DOES NCP COFDRM C3JNkroi� TO (EIFS VANUFACIO?E NAtE) AND (S=. r cIURLR'S NAME) REoCiMMENDED INSTALLATION ppAr AND SEcTION( _-- OF Icno Es, INC., rBECORT Product Component Names: Address of Structure: Primer(s) Sealers �„ Bond Rmakprs _ - Sealant MaterialS �aFn COES NOT INSTALLATION aTORM A. Designer's reel jrements, details and instructions B. Sealant manufacturer's details and requirements C. Exterior insulation manufacturer's requirements D. i n information entered s above is offered in testimony that the Sealant installation conforms with the sealant actuspx's installation rs hods and procedures, and the ELES manufacturer's evaluation report. sealant Installer many Name and Address: Signature of responsible Officer: Typed Name and Title of OffiCert Telephone Number ( cc: Original: Wilding Department (Must be submitted with EIFS , Copies: EIFS Manufacturer contractor declaration.) )" EIFS contractor Sealant Manufacturer MAR -31 - 95 FRI 04:45 PM PIONEER MATERIALS W. 1 303 434 2732 'P•04 Report No. 272E Page 5 of 6 -TA (EYES CONTRACTOR NAME) Completion Date: TSt EXTrIOR INSULATION AND FINISH SYSTEM (ETES) INSPALtED ON THE STRUCTURE LOCATED AT THE ADDRESS INDICATED Bin.?: t>✓tarorMs - DOES Nor ONEOPN TO (EIFS 1 "w 4UFACZURER NAME) RECOMMENDED INSTALLATION PRAC^IC t S AtdD SEcriON(S) OF XCBD FS, INC., REPORT NO. Address of Structure: Product Component Na"es: Adresive (s) Fasteners (mec-h) Base Coat Reinforcing Fabric - -- Finish Ccat(s) - INSTALLATION CONFORMS DOES NOT CONFORM A. Substrate Type and Tolerance B. KEES 1. Adhesive and/or Fasteners -- 2• Insulation 3. Reinforcing Fabric 4, Base Coat 5. Finish C. Tire information entered above is offered in testimony that the EIFS installation conforms with the ETES manufacturer's installation methods and procedures, and the EIFS manufacturer's ES report. NOTE: An installation card shall be rived from the Sealant Installer irrlicatire that the sea ; ant installation conforms with the ETES evaluation report and sealant manufacturer's installation methods and procedures must accompany this declaration. EIFS Contractor Company Name and Address: Signature of/responsible Officer: Typed Name and Title of Officer: _ Telephone Number ( 1 cc: original: Building Department (Must be stitted with sealant Copy: ETES Manufacturer installer declaration.) il444d A.4/11 t id4 Jidda' s, aid to id . likilithia 4OtlJfil•ga tld THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS 1 BUILDING PERMIT A FIELD COUNTY, COLORADO Date Issue . Zoned Area Permit No. id 9f9" , 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 descr• ed structure, the ermit may then be re ked by notice from the tri • ran MM Y B E I yy ! L AND VOI Use g Ins r E ., F,.7 E M r �,.t, . Address or 1 Description Jr 'Joie tai 6 Owner / t ril kei . a ' tractor .. .1 , A , rn .4) Setbacks Front $ . • 1 Side Rear This Card Must Be Posted So It Is P1 -n ly Visible From the Street Until Final Inspection. INSPECTION RECORD Zoning Roof Covering Electric -Final (by STATE inspector)lt -" 5 Footing H'' - in,-- Foundation c //� // y` r c.,--(21 Plumbing- Undergro und t / x /y, 1t\ Gas Piping wins TAAs. Heating Ventilation c Frame i?„yy 75" A Insulation 87/8/95 I w,wr ��sNr 87.5jxi - 0,1 et Plumbing -Rough Drywall 8 /dY /9s 1/41 - - Electric -Rough 7 /s-9r o' (by STATE inspector) Final OK /0/ j 7, -179A e 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 10 9 8th Street, County Courthouse, Glenwood Springs, Colo. APP 9 O ED DO NOT DESTROY THIS CARD Date. 3 C BV `( ; ‘‘1,0413 . • CI C.) cG W c0 0 O GI 0 1 . L. 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