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HomeMy WebLinkAboutApplication- PermitGARFIELD COUNTY BUILDING, SANITATION, and PLANNING DEPARTMENT 109 Sth, Street, Suite 303 Glenwood Springs, CO 81601[970) 945-8212 Job Address 4 IJA Nature of Work Build Use of B ding Owner _I. Contractor` P Akr`C p 1 hi() Amount of PermitS'3 (d ' \ 73) Date No. 8495 Permit Clerk GARFIELD COUNTY BUILDING PERMIT APPLICATION GARFIELD COUNTY (tG ENWOOD SPRL GS), COLORADO PERMIT NO. O TELEPHONE: (970) 9454212 PARCELlSC NSPEcno, : 070)384-5003 -636 DIS LOB ADDRESS: NW $W60et DQ: Gkis . f1,60 I 1 LOT NO. / 0. BLACK NO. RI. 1 SUBDIVISION/EXEMPTION ./.....0.7 �1 req Ukit +nK Yll4-- 2 4RG�st I�GN6�Lo `J2 IiteS b"J RAt RPI' 72. 0C— 7'p(, 7so93 ,x977- 391�,�'172 9$�bZ 1 113i°' 0033 , l.Ar►O 3 rICL 1iA. 6.- Cos _ 6—pf` ��c,3323 ___ oi 4 .poae `i3 e o� �. 3,u`�ZS i��tG�ro,acktrey04 1r NA.ry S n^,r� 5 N. IC. CI ORLDCMG !Q. /! or LOT -3 d 5 I EILEGI[I Ma OF tLooRa 6 -a-- 5 ti%).1AS RA An 1 1 g ES 1 tIllik•re-hC OA 6"AktAA"-1-1Q-i-g. . ee'41-""slird'ecicerw-4 7 G„ I,✓tc.X ov- ITAso5-0i0'AvP' f GSI G4tr asnsa— cot( sro 21 jw �u,r►w7 8 CLAM 011101.E 9 3 C.3,A. magas +baja T: a 10 Daa,va.AYMaur DONNITIIIVA.4100PCIAL T n w v,ZZa,IEna.YORE! 1.100, 00 0 AMR= V tt;X 70( 67.: crD vaau, aaornoaa: NOTICE A SEPARATE ELECTRICAL PERNCT IS REQUIRED AND MUST RE. ISSUED ST 114E STATE OF COLORADO. THIS PER.LMT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION ALTBOR12ZD IS NOT COND.IENCED WITHIN ISO DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OK ABANDONED FOR A PERIOD OF ISO DAYS AT AhY TIME AFTER WORK LS COMMENCED. I IIFEFJ3Y CEILTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNINOMTQS TYPE OF WORK WILL BE COMPLIED WITH WHETTER SPECIFIED LERELN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THP. PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REM TING CONSTRUCTION OR THE PERFORMANCE OF CO a • I)ala 7Z3a 0 Z PLAN CBECK FEE: /x,g. 31 PST FEE: 195/.6" • TOTAL FEE: DATE PERMIT ISSUED: ..24;, /' 7 3 OCC: CHtOUP CONST: TYPE: 3 ` f -I V -A/TYPE: ZAMNCk SETBACKS: e,'4 -o2 .. /7' ' ` / )190. MAYii. HOME: ISDS . . & FEB: ...5e) • CID .1 P , . Daps. Approval DM Al BEM TT PERMISSION 1S HEREBY (MANED TO THE APPLICANT AS OWNED, CONTRACTOR AN ORTIB.+ AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED ED TO AND REVIEWED BY TTE BUILDING DEPARTMENT. IN CONSIDERATION OF TIE ISSUANCE OF THIS PERMIT. THE SIGNER AFREBY AGFIF,ES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED I GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN DI 30.21.101 CRS AS MIE•GED. TETE SIGNER FURTHER. AGREES THAT W THE ABOVE SMD ORDINANCES ARE NOT FLU COMPLIED WITH IN THE LOCATION, ERECTION, CONSTRUCTION AND USE OF THE ABOVE DESCRIBED STRUCTURE, TEE PERMIT MAY THEN BE REVOKED BY NOTICE FRC THE COUNTY NTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. TBE ISSUANCE OF A PERMIT BASED UPON PLANS. SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRL\G I1 CORRECTION OF ERRORS LN SAID PLANS, SPECIFICATIONS AND OTHER DATA OB FRO PREVENTING BUILDING OPERATION BELNO CARRIED ON THEREUNDER WHEN VIOIATTON or THIS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF THE SUBMTrTED PIANS AND SPECWICATIONS AND L\SPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF Al RESPONSIBIIJTIES OR LIABILITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPANCIES. TIM RESPONSIBILITY FOB. THESE ITEMS AND IMPLE-MIEI.TATR DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER. BU .DER AND OWNER. COMMENTS ARE INTENDED TO BE CO. AND IN SUPPO'. OF TEE OWNERS INTEREST. 0116armaa33 ` HEREBY I ACID OWIEDGE THAT I RAVE READ AND UNDERSTAND THE AGREEMENT ABOVE. (ATITALI The following items are required by Garfield County for a final inspection: 1. A final Electrical -Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, counter tops and finished walls, ready for stove and refrigerator, all necessary plumbing; 4. A complete bathroom, with washbowl, tub or shower, toilet stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all I99/ UBC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the required items are completed and a find inspection made. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR.VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. a I understand and agree to abide by the above conditions for bccupanc use d the issuance of a Certificate of Occupancy for the dwelling under building permit # L/LS . Signature bpcont 7/3 Date 0 VALUATION/FEE DETERMINATION Applicant A--filito Subdivision Pa'"'� +Mesq ` '''` 4 Address O7LAt - ' r GS. Lot/Block 3'5 Date g-/4- 02- Contractor V ' t i e uvAa; re. Const Finished (Livable Area): Main z s Z 5 ,4/0q, Upper Lower Other Total Square Feet Valuation Basement: 77O Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Crawl Space: Valuation -1T2, /$ Valuation Decks/Patios: Covered Valuation 41 y 29 Open Valuation 3o8 1-74 ZZ ' 1 72 570 )' j z54, 1111e 844S Total Valuation Building Permit Fee Plan Review Fee Total BP & PR 210 te7c risl.35 32) 73 Svelic 5-0.04) 324'3.73 Plans to be included for a Building Permit, must be on drafting paper at least 18"x24" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony, steps, hand rails and guard rails, windows and doors, including the finish grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house - rap, (which is required), siding or any approved building material. A window schedule. A door schedule. A floor framing plan, a roof framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, an 80 M.P.H. windshear, wind exposure B, windload of 15 pounds per square foot, and a 36 inch frost depth. All sheets to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 1997 UBC, UMC and 1997 UPC. 1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the property lines from each corner of the proposed structure(s) prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Properties 'th slopes of3O% or greater must be shown on the site plan. Yes 2. Does the site Ian also include any other buildings on the property, setback easements and utility ease encs? Yes 3. Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal System) and the distances to the property lines, wells (on subject property and adjacent pr rties), streams or water courses? Yes 4. Does the site p indicate the location and direction of the County or private road accessing the property/ Yes 5. Do the plans include a foundation plan indicating the size, Location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered 2 design?/ Yes l/ 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and t)e clearances required between wood and earth? Yes 1/ 7. Do the plans indicate the size and location of ventilation openings for the attic, roof joist spaces's and soffits? Yes 8. Do the plans include design loads as required by Garfield County for roof snow loads, (a minimum of 40 pounds per square foot up to & including 7,000 feet above sea level), floor loads and wind loads? Yes V Ss p-cs (ZeDR 1•S>�6 9. Does the plan inclu a building section drawing indicating foundation, wall, floor, and roof construction? Yes 1 10. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters/or joists or trusses? Yes 11. Does the buildin section drawing or other detail include the method of positive connection of all columns an ? Yes r 12. Does the plan indicate the height of the building or proposed addition from the highest point of the building or addition measured at mid span between the ridge and the eave down to existing (undisturbed) grade contours? Yes 13. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or phase II EPA certification? Yes No 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the Uniform Building Code Chapter 37? Yes No 3 15. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping ro and/or basements comply with the requirements of the Uniform Building Code? i Yes No 16. Does the plan include a window schedule or other verification that windows provide natural light and ventilatn for all habitable rooms? Yes No 17. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety lazing for these areas? Yes No 18. Is the location of all natural and liquid petroleum gas furnaces, borers and water heaters indicatedo the plan? Yes J No 19. Do you understand that if you are building on a parcel of land created by the exemption process or the subdivision process, are building plans in compliance with all plat notes and/or covenants? Yes No 20. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written permission from the association, if required by that association, prior to submitting an application for a building permit? If you do not have written permission from the association, do you understand that the plan check fee will not be refunded should the architectural/ommittee deny or reject your building plans? Yes No 21. Will this be tl only residential structure on the parcel? Yes No If no -Explain: 22. Have two complete sets of construction drawings been submitted with the application? Yes 23. Do you and and that the minimum size a home can be on a lot is a 20ft. x 20ft.? Yes No 24. Have you designed or had this plan designed while considering building and other construction code requirements? 4 Yes ( / No 25. Does the plan accurately indicate what you intend to construct and what will receive a final inspection b he Garfield County Building Department? Yes No 26. Do you understand that approval for design and/or construction changes are required prior to the applicati of these changes? Yes No 27. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application submittal and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic System" fees required, at the time you pick up your building permit? Yes No 28. Are you aware that twenty-four (24) hour notice is required for all inspections? Inspections will be made from Battlement Mesa to West Glenwood in the mornings and from Glenwood Springs to Carbondale in the afternoon. Morning inspections must be called in by 12:00 p.m. the day before; afternoon inspections must be called in by 4:00 p.m. the day before. Failure to give twenty-four (24) hour notice for inspections will delay your ' pection one (1) day. Inspections are to be called in to 384-5003. Yes No 29. Are you aware that you are required to call for all inspections required under the Uniform Building Code luding approval on a final inspection prior to receiving a Certificate of Occupancy occupancy of the building? Yes No 30. Are you aware that the person signing the Permit Application, whether the "Owner", "Agent of the Owner", " eral Contractor", "Contractor" or otherwise, is the party responsible for the project co plying with the Uniform Building Code? Yes No 31. Are you aware that prior to issuance o f a building permit you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stat. one is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes No 32. Do you understand that you will be required to hire a State of Colorado Licensed Electrician 5 and Plumber to perform installations and hookups, unless you as the homeowner are performing the wo ? The license number ofthe person performing the work will be required at time of ap li le inspection. Yes No 33. Are you aware, that on the front ofthe Building Permit Application you will need to fill in the Parcel/Schedule Number for the lot you are applying for this permit on prior to issuance of a building pe Your attention in this is appreciated. Yes No 1 hereby acknowledge that I have read, understand and answered these questions to the best of a . ' ity. ignature Date Phone: 3 79 GLyet (days); 1L/ 7 42 C's6"-" (evenings) Project Name: / !V6'Lt..o Ph'S D 6YVC,6r. Project Address: L. Dr 2, wes r f3,8-ruk( !v1 es4 Notes: If you have answered "No" on any of the questions, you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of a permit. if it is determined by the Building Official that additional information is necessary to review the application and plans to determine minimum compliance with the adopted codes, the application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review, delay in issuance of the permit or delay in proceeding with construction. bpminreq 04/02 6 -TrA4Pr4ON! ex._ TokrietcoM* NOMI% Sy. �.. APtipro PIMA. C-ttri S _ Pot& ACL til f * Rg% Tuq ex G W4 � lit,arct l aipi FL0War `o•ki'r Qpm A _ 044. iS Th444,c 1 340-01- -?teTtarcise 44 44-4. Cvs,0enc. 1- Nrrfa • CEIVED AUG 15 2002 -GARPIE0 QQUNTY BUILDING & PLANNING —•••••••• • LEV® a • 14. 4�SS � n . r .,. ..o "1 • _IA/ is cn e ccl!enL choice for single family and mui- i -un: names. Home elevators will never be the same again. 1 A-mlar -R". . 'vaxnpainuelu +a0o wo,j sioletiela am' (Aue a,e mato if) alge,edwo, ugyl ssal sielloP la spuesn010, Js 51111 W Ile paraMlaP (!1 PW Jaylo ueyl sa,nleei 0 pigpuols aiow pug A1pgda y g a = �3 00 s g g a h g b ✓ g ^ (�2 + S _ O nn G C Ct a 7 6 F ti3 4� r r m C CD =,' C C u oa C-01• O 0� = Q CD CD 0C 3 CD 0 1 es IRA mummif 77 Gia • o k aqi is tuleRel - ,3a- IhRT gi Qn o • 4-21 Sa Z gi n , aRaag. lalli;T' glaR pi-! /lilt! fliTi -. NWZ G R c g . i.g J Q i 112&9- za �� • CS • -oo CD 0 —1S —s CD CrC =Q. o 0 Cr CD a) y e"h D3 m< Qo c (-)r C BEV THE EVERYDAY HOME ELEVATOR Planning Guide for Residential Elevators ASME A17.1 Part V January 8, 2002 Notice: This elevator requires 208/230 VAC, 20 amp single phase 60 Hz with neutral and ground; and a separate 115 VAC, 15 amp single phase 60 Hz circuit for car lighting. See page 6 for details. A ThyssenKrupp Company i LEV. Introduction This Planning Guide is designed to assist architects, contractors, home owners and elevator professionals in planning for a home elevator that meets the requirements of ASME A17.1 Part V. We strongly recommend you contact the codes authority having jurisdiction in the area(s) where the elevator will be installed. Become familiar with all requirements governing the installation and use of elevators in private residences. It is extremely important for you to know and adhere to all regulations concerning installation and use of elevators. IMPORTANT NOTICE: This Planning Guide provides nominal dimensions and specifications useful for INITIAL planning of an elevator project. BEFORE beginning actual construction, be sure to receive application drawings customized with specifications and dimensions for your specific project. Elevator configurations and dimensions are in accordance with our interpretation of the standards set forth by ASME A17.1 Part V. Please consult Access Industries or an authorized dealer in your area for more specific information pertaining to your project, including any deviation between referenced standards and those of any local codes or laws. The dimensions and specifications in this Planning Guide are subject to constant change (without notice) due to product enhancements and continually evolving codes and product applications. Steps of planning for a Lev® Home Elevator. 1. Determine customer's intention for use. 2. Determine code requirements of site. 3. Determine installation parameters of site. 4. Use page 4 to determine the car type and hoistway size requirements. Contents Equipment for residential elevator 3 Hoistway size requirements 4 Hoistway construction notes 5 Guide rail backing construction details 5 Rail reactions 5 Drive unit area construction details 6 Description of features 7-9 Specifications 10 Elevator overview 12 60$M0102 -39e Page 2 EQUIPMENT FOR RESIDENTIAL ELEVATOR This elevator meets the requirements of ASME A17.1 Part V for a residential elevator. General: • Rated load: 950 lbs. (430 kg) (750 and 700 lbs. available) • Speed: 40 fpm (.20ms) • Data plates and capacity tags • Minimum pit depth: 6" • Minimum overhead clearance: 8'-6" • Maximum travel: 50' • Maximum number of stops: 5 (minimum 17" travel between stops) • Presentation drawings Mechanical Equipment: • 208/230V, 60 Hz, 20 amp single phase power supply • Dual 6'/.1b. modular T -rail system • Two #60 roller chains • Sling assembly • Frequency controlled variable speed geared machine with counterweighted chain drive Car and Appointments: • Car sizes: 36"x46" (12ft') 36" x 60" (15 ft') 40" x 54" (15 ftz) Inside car height is 84" • Durable melamine wall panels (champagne, light oak, dark oak or white) -optional unfinished wood veneer panels (oak, cherry or birch) -optional raised panel wood walls (oak, cherry or birch) • White ceiling • Two recessed lights with white bezels • Wooden handrail to match wall panels • Accordion car gate (champagne, chalk, light oak, oak or white) • Unfinished plywood floor (with removable insert for 3/4" thick finished floor by others) • Digital floor position indicator • Telephone Controls: • Programmable Logic Controller (PLC) with Intel* digital signal processor • Fully automatic operation • Car operating panel (brushed stainless steel or brass) • Brushed stainless steel or brass hall stations with digital position indicators and call ackowledgement • Automatic car lighting with override switch • Adjustable automatic homing to any floor • Bi-directional leveling • Emergency stop switch • Emergency alarm button • Hoistway wiring with conduit (hall stations / interlocks) • Uninterruptible power supply (UPS) for lowering and automatic gate operation (if supplied) in case of a power failure Safety Devices: • 115 VAC lockable disconnect for car lighting circuit • 208/230 VAC lockable disconnect for drive unit circuit • Upper and lower terminal limits • Final limits (2 upper, 1 lower) • Slack chain safety • Pit switch • Car top stop switch • Battery backup emergency light and alarm • Car gate safety switch • Electromechanical interlocks (for doors by others) Other Options: • Recessed telephone cabinet (brushed stainless steel or brass, or polished stainless steel or brass) • Factory applied finish to wood wall panels and handrail • Matching wood veneer ceiling panel with raised wood or veneer wall panels • Telephone cabinet, hall stations and car operating panel can be provided in polished stainless steel or brass • Handrail can be provided in extruded aluminum with stainless steel or brass finish • Automatic car gate operator with full length tight beam safety curtain • Automatic hoistway door operator • Installation/inspection pendant control • Buffer springs (requires 12" deep pit minimum) Car Gate Upgrades: • Accordion car gale with 3 clear vision panels • Accordion car gate with all clear vision panels Control Upgrades: • Key switch controls in car operating panel and/or hall stations Page 3 50'h" 55" 50'!:" 67" 54'h' 61" 50'1:' 56' 50'h" 68' 541!2" 62" • LEV. Note: Hoistway sizes for homes butt in Massachusetts may dtfer. Consult factory for details. Hoistway Construction: Type 1R Car - Enter/Exit Same Side — Depth -- —1 Guide Rail Backing Center -See construction of Rail notes on page 5 Center of Door' 1 ;"1:? -lie' un.'. l: !. l:`id:h r:ri;:`, (1 :t 36x48 36 x 60 40 x 54 50'h' 55" 25V2" 501h" 67' 33" 54'h" 61" 30" 28'h" 28'h" Type IR Car ' The 'center of door' dimension is for the swing shown and the recommended 3'0' wide door. Hoistway Construction: Type 11 Car - Enter/Exit Same Side Center of Door' L h Depth - — Center of Rail I uide Rail Backing -See construction notes on page 5 1 . •yer (: ie Ca 36 x 48 36 x 60 40x54 281/2" 327!8" 30'!5' 28'/2" 28'12' 28'14" Type 1L Car ' The 'center of door' dimension is for the swing shown and the recommended 3'0" wide door. Hoistway Construction: Type 2 Car- Straight Thru Guide Rail Backing -See construction notes on page 5 Width �-�— — Depth rCenter of Rail Center of Door enl:: (11" f),„0-.; 36 x 48 36x60 40x54 29'/2" 34' 31' 28'!2" 28'h" 28'1." Type 2 Car • The 'center of door" dimension is for the swing shown and the recommended 3'0" wide door. Page 4 Hoistway Construction Notes • Also see Drive Unit Construction Details on page 6. • A Toad bearing wall is required to sustain rail reactions. See Rail Reactions and Guide Rad Backing Construction below. • All points of the pit floor must be a minimum of 6" below the lower landing finished floor. (12" if optional buffers springs are used). • Pit floor construction should withstand a 32001b. impact load. • Hoistway sizes reflect running and access dearances only. Consult your local authority to assure compliance with state and local codes. • Minimum overhead dearance is 8'-6" above the top landing finished floor. • Due to limited clearances, it is imperative that the walls are square and plumb throughout the hoistway. The finished hoistway must be within 1/," tolerance from top to bottom. • Hoistway door provided by others. We recommend a 3'-0" x 6'-8" door. • Hoistway is required to be free of all pipes, wiring and obstructions not related to the operation of the elevator. • Service access hatch is required in the controller / drive assembly area. See page 6 for recommended location. • Building structure must provide for a means of a chain hoist for hoisting elevator materials to the top of the hoistway during installation. Guide Rail Backing Construction Details: • Laminate (2) 2x12's and (2) 2x4's with glue and 48 x 2'/." wood screws (minimum). • Overlap joints of the lumber as necessary for structural rigidity. • Guide rail backing must be tied to a horizontal structural member (header or floor plate) at top, bottom and a maximum of 10' between. Rail Reactions Space screws 12" vertically and 3" on each side of centerline of 2x12 R1 = 210 LBF. R2 = 543 LBF. Rail reactions do not include safety factors. Applicable safety factors must be considered in hoistway design. Wall attachment pull-out force is 147 LBF. per fastener. Wall Board -Sham partially Page 5 LEV. Drive Unit Area Construction Details: Service Access Hatch •See recommended detail below Elevator Controller Travel Cable 115 volt, 2 pole disconnect 208/230 volt, 3 pole disconnect Plastic coated Light with Guard Light Switch (accessible from Service Access Hatch) 115 VAC G.F.I. Duplex Receptacle (Independent of the elevator circuits) Dedicated 208/230 volt, single phase, 20 amp circuit with neutral and ground (4 wires) from lockable disconnect or non-G.F.I. circuit breaker Dedicated 115 volt, 15 amp circuit for car lights Telephone Jack Wiring Raceway Section thnl Jop of Hoistway Construction Notes: • Minimum overhead clearance is 8'-8" above the top landing finished floor. • It is recommended that the hoistway ceiling not be finished until the elevator has been installed. tib ___Ak-18" x 24• minimum hatch opening above the controller and drive assemblies g -This is the recommended location of the access hatch. If sufficient attic space is not available, access through a waU must be provided. Cannot be on the rail wall. -Construction of access hatch and door is by others. -Door needs to be self closing and lodcabfe. 1 Attic Plan View of Service Access Hatch Page 6 Description of Features: Car Operating Panel Hall Stations Handrail Used to control the elevator from inside the car. • Automatic car controls; buttons illuminate when call is registered. • Digital floor position indicator with system diagnostics that alerts the homeowner of complications that the control system may see. • Emergency stop switch. • Emergency alarm switch. Alarm also works during power failure. • Battery backup emergency light, integrated into the top of the panel, illuminates during power failure. • In case of power failure, a lower floor button may be selected for lowering. • Light switch to override the automatic car lights. • Optional key switch available to limit access to authorized persons. • Standard brushed stainless steel or brushed brass face. Also, available in polished stainless steel or polished brass. Used to call the elevator to your floor. • Automatic control. • Position indicator integrated into the face (with system diagnostics that alerts the homeowner of complications that the control system may see). • One provided for each floor level. Additional hall stations available for more than one opening per floor level. • Standard brushed stainless steel or brushed brass face. Also, available in polished stainless steel or polished brass. • Optional key switch available to limit access to authorized persons. Standard wooden handrail to match wall panels. • Mounted 36" above floor on same side as the car operating panel. • Also, available in extruded aluminum with stainless steel or brass finish. Page 7 LEV. Description of Features continued: Car Lights Two recessed car lights provided. • Provided with white bezels. • The reflector finish matches the metal color of the control operating panel. • Uses 25 watt coated bulbs. • Automatically tums on when gate is opened and tums off 5 minutes after the elevator is used. • Switch is provided on the car operating panel to override the automatic lights. • Separate battery backup emergency light is integrated in the car operating panel that illuminates dunng power failure. • As an option, the lights can be deleted and wiring provided to the car top for connection to consumer provided lights. Recessed Telephone Cabinet and Telephone (optional) Elevator Controller Hoistway Door Interlocks Used to store a telephone for emergency use. • Standard brushed stainless steel or brass door. Also, available in polished stainless steel or brass. • Telephone circuit is required to be provided in the area of the elevator controller. • If the telephone cabinet is not selected, a wall mounted telephone is provided inside the car. Located in the top of the hoistway near the drive unit. • Programmable Logic Controller (PLC) with Intel° digital signal processor. • Includes uninterruptible power supply (UPS) for floor selectable auto- matic lowering and operation of automatic car gate (if equipped). In case of power failure, a lower floor button may be selected for lowenng • Includes run/stop switch, automatic/remote switch and plug for construc- tion/inspection pendant control. Locks the hoistway door when the car is not there. • Surface mounted electromechanical interlock. • Can be opened with a special key from outside the hoistway in case of emergency or for servicing. Page 8 Installation/Inspection Pendant Control (optional) JL4 Automatic Car Gate Operator (optional) Auto -Opener" (optional) Safety Devices Required to operate the elevator during installation or servicing. • Plugs directly into the front of the elevator controller. No wiring required. • Includes inspection, up, down and run buttons, keyed override switch, emergency stop switch with 50' of cable. • Can be reused on other installations. Automaticaly opens the car gate when car stops at a floor. • Mounts to top of car. • Includes light beam safety curtain to keep gate open until path is clear. • Closing speed slows the gate 4' before full dose. • If car is already at floor Level, the gate automatically opens when the hoistway door is opened. • A door open button is provided on the car operating panel. Automatically opens hoistway door when car stops at a floor. • Mounts to wall near top of door on the hinge side. Backing is required by contractor. • Works in conjunction with the automatic car gate operator. • Automatically reverses when an obstruction is encountered. • If car is already at floor level, door can be opened by pressing hall station button. • Requires 115 VAC outlet near the top of the door on the hinge side. • Automatic bi-directional leveting. The elevator slows to a smooth transition when stopping. • Terminal limits. Stops the elevator if it overruns the normal limits at the top or bottom landing. • Final limits. If the elevator overruns the terminal limits at the top or bottom, the final limit stops the elevator and renders all automatic controls inoperable. If this happens, the elevator must be serviced to determine and correct the fault. • Pit switch and car top switch. Disables elevator for servicing purposes. Page 9 LEV. ELEVATOR SPECIFICATIONS FOR PART V COMPLIANCE C. Car Walls (speofy:) 1. Durable melamine panels (champagne, fight oak, dark oak ix white). 2. Wood veneer panels (oak. cherry or birch). 3. Raised wood panels (oak, cherry or birch). D. Car Ceiling (specify:) 1. White. 2. Wood veneer. E. Car Lights (specify:) 1. Two recessed car lights with white bezels. 2. Wiring only (for consumer provided lights) F. Handrail (specify:) 1. Wood. 2. Brushed brass. 3. Brushed stainless steel. G. Controls: 1. Car operating panel: Stainless steel or brass (brushed or polished) panel with automatic controls, emergency stop switch, alarm button and digital floor position indicator. 2. Hall stations (specify:) a. Stainless steel or brass (brushed or polished) plate with position indicator and troubleshooting diagnostics. b. Keyed stainless steel or brass (brushed or polished) plate with position indicator and troubleshooting diagnostics. 3. Uninterruptible power supply (UPS) for lowering and automatic gate operation (if equipped) in the event of a pourer failure. 4. Automatic horning to (specify) floor with adjustable timer. 5. Bi-directional leveling. H. floor: Unfinished plywood with removable insert for 314' thick finished floors. J. Car Gate(s): Car shall be equipped with accordion car gate with (specify color) champagne, chalk, white, light oak, dark oak or walnut finish. (optional: automatic gate operator with tight beam safety curtain) K. In Car Telephone 1. Optional recessed phone box to match car operating panel finish. L. Car Sting: The elevator car shall be supported by the car sling which will be made of structural and formed steel and equipped with guide rollers. M.Electromechanical interlocks for doors provided by others. Provide at each landing opening. N. Safety Devices: The elevator shall have the following: 1. Upper and lower terminal limits. 2. Final limns (2 upper, 1 lower). 3. Slack chain safety. 4. Pit switch and car top stop switch. 5. 208/230 VAC power disconnect box (with atuaiary contacts). 6. 115 VAC power disconnect box for car lighting circuit. 7. Battery backup emergency light and alarm. 8. Car gate safety switch. 9. (specify optional) Buffer springs. (requires 12' pit) PART 1- GENERAL 1.1 DESCRIPTION OF PRODUCT The product described herein, manufactured by Access Industries, is a private residence home elevator designed and dimensioned to provide access to all levels of the home based on the individual's requirements. 1.2 QUALITY ASSURANCE The elevator shall be designed, tested and installed in compliancewith applicable regulations of all governing agencies with jurisdiction and in accordance with ASME A17.1 standards. All load ratings and safety factors must be certified by a professional engineer. Elevator shall be subject to state, local and city approval prior to installation and subject to inspection after installation. No substitutions will be considered unlesswntten request for approval has been submitted bythe bidder and received by the architect at least 10 days prior to the date of receipt of bids. Each request shall include the name of the materials for which it is to be substibuted and a complete description of the proposed substitute, including drawings, cuts, mock-ups, performance and test data, a list of projects of similar scope, photographs of existing installations and any other information necessary for evaluation. 1.3 APPLICABLE STANDARDS Elevator shat be designed and manufactured in accordance with the tenoning standards: 1. American National Standards Institute (ANSI). 2. American Society d Mechanical Engineers (ASME). 3. Edson Testing Laboratory (ER). 3. International Building Code (IBC). 4. National Electrical Code (NEC). 5. Amencan Society for Testing Materials (ASTM). 6. Amencan Welding Society (AWS). PART 2 - PREPARATORY WORK BY OTHERS The following preparatory work to accommodate the elevator is to be done by others: 2.1 HOISTWAY A. Provide an enclosed, plumb and square hoistway with smooth interior surfaces. Include fascias or furring of hoistway interior where applicable. 8. Provide adequate support for guide rail fastenings. C. Provide 6' minimum deep, level pa floor to support loads indicated on elevator manufacturer's approval drawing. 2.2 MACHINERY SPACE A. Provide machinery space to meet applicable codes and standards. 2.3 ELECTRICAL A. Provide 208f230VAC, 60 Hz, 20 amp single phase power source with neutral and ground (4 wire) in the machine area. B. Provide 115VAC, 60 Hz, 15 amp single phase power source in the machine area for car lighting C. Provide telephone circuit outlet in the machine area. PART 3 - SUBMITTALS 3.1 APPROVAL DRAWINGS Elevator contractor wil submit drawing and (or) manufacturer's literature for approval. Drawings shall show a complete layout of the elevator equipment detailing dimensions, clearances and wnnrig regiirements. Including the following: A. Plans. elevations. and sections to show equipment locations and their relationship to surroundings. 8. Load and reaction details. PART 4 - PRODUCT 4.1 MANUFACTURE /EQUIPMENT The elevator shall be manufactured by Access Industries. A. Lev horse elevator. B. Capacity: 950 lbs. (430 kg) C. Maximum rated speed: 40 fpm (.20 ms) D. Drive System: Geared machine with counterweighted chain drive and frequency controlled variable speed drive, 2 hp motor. Programmable logic controller with Intel digital signal processor with automatic operation. 4.2 FABRICATION/COM PONENTS: A. Guide rail: Dual 6'1. Ib. modular machined steel T -rail system. B. Chain: Two 460 roller drains. PART 6 - EXECUTION 5.1 EXAMINATION All site dimensions shall be taken to ensure that tolerances and clearances have been maintained and meet local regulations. 5.2 INSTALLATION Elevator shall be installed in accordance with approved plans, specrficatiorts, and manufacturer's installation instructions. This specification indicates equipment required but does not cover details of design or construction. Elevator contractor shal perform all work and supply all material necessary to install the elevator equipment. All designs, clearances, constrtxtion, workmanship and material, unless specifically excepted, shall be in accordance with all codes having legal jurisdiction as identified by the building designer. Elevator shall be in compliance with all applicable inspection requirements. Determination of and adherence to these regulations is the responsibility of the elevator contractor. 5.3 MAINTENANCE Elevator must be maintained in accordance with manufacturer's instructions and all applicable codes. 5.4 WARRANTY Elevator shall carry a two (2) year limited warranty. Note: Dimensions and specifications are subiect to Constar t change and continualhevolving codes and pro ductepplicatlons. Foradditional technical information, contact Access Industries at (B00) 869-8047. Page 10 L 4-1 1+ 4-eF70 1-:1_[11 Li_rf Page 11 • LEV. Elevator Overview Elevator controller Recessed fights White ceiling panel Durable melamine, wood veneer wall or raised panel wood walls Interlocking wall system 115 and 208/230 volt disconnects Geared machine with counter- weighted chain drive and frequency controlled variable speed drive Car operating panel Hand rail Plywood Floor with removable insert for 3/4" thick finished floor Modular rail system Two #660 roller chains Floor selector magnet assembly Counterweights Wiring raceway for interlocks and hall stations 1NDUSTRIES A Thyssangrupp Company 4001 East 138th Street Grandview. MO 640302837 Phone 816.763-3100 Fax. 816-763-4467 Sales. 800-669-9047 www.dreamelevator.com Page 12 • Untitled' Page 1 of 4 ELEVATOR SPECIFICATIONS FOR PART V COMPLIANCE PART 1 -- GENERAL 1.1 Description of Product The product described herein, manufactured by Access Industries, is a private residence home elevator designed and dimensioned to provide access to all levels of the home based on the individual's requirements. 1.2 Quality Assurance The elevator shall be designed, tested and installed in compliance with applicable regulations of all governing agencies with jurisdiction and in accordance with ASME A17.1 standards. All load ratings and safety factors must be certified by a professional engineer. Elevator shall be subject to state, local and city approval prior to installation and subject to inspection after installation. No substitutions will be considered unless written request for approval has been submitted by the bidder and received by the architect at least 10 days prior to the date of receipt of bids. Each request shall include the name of the materials for which it is to be substituted and a complete description of the proposed substitute, including drawings, cuts, mock-ups, performance and test data, a list of projects of similar scope, photographs of existing installations and any other information necessary for evaluation. 1.3 Applicable Standards Elevator shall be designed and manufactured in accordance with the following standards: 1. American National Standards Institute (ANSI). 2. American Society of Mechanical Engineers (ASME). 3. International Building Code (IBC). 4. National Electrical Code (NEC). 5. American Society for Testing Materials (ASTM). 6. American Welding Society (AWS). PART 2 — PREPARATORY WORK BY OTHERS The following preparatory work to accommodate the elevator is to be done by others: 2.1 HOISTWAY A. Provide an enclosed, plumb and square hoistway with smooth interior surfaces. Include fascias or furring of hoistway interior where applicable. 13. Provide adequate support for guide rail fastenings. C. Provide 6" minimum deep, level pit floor to support loads indicated on elevator manufacturer's approval drawing. 2.2 MACHINERY SPACE A. Provide machinery spacee to meet applicable codes and standards. http://www.dreamelevator.com/downloadfiles/Lev/specs.lev.htm 7/26/2002 • Untitledl Page 2 of 4 2.3 ELECTRICAL A. Provide 208/230VAC, 60 Hz, 20 amp single phase power source with neutral and ground (4 wire) in the machine area. B. Provide 115VAC, 60 Hz, 15 amp single phase power source in the machine area for car lighting. C. Provide telephone circuit outlet in the machine area. PART 3 — SUBMITTALS 3.1 APPROVAL DRAWINGS Elevator contractor will submit drawing and (or) manufacturer's literature for approval. Drawings shall show a complete layout of the elevator equipment detailing dimensions, clearances and wiring requirements. Including the following: A. Plans, elevations, and sections to show equipment locations and their relationship to surroundings. B. Load and reaction details. PART 4 — PRODUCT 4.1 MANUFACTURER/EQUIPMF,NT The elevator shall be manufactured by Access Industries. A. Lev home elevator. B. Capacity: 950 lbs. (430 kg) C. Maximum rated speed: 40 fpm (.20 ms) D. Drive System: Geared machine with counterweighted chain drive and frequency controlled variable speed drive, 2 hp motor. Programmable logic controller with Intel digital signal processor with automatic operation. (specify: optional internal modem) 4.2 Fabrication/Components: A. Guide rail: Dual 6"1/4 lb. modular machined steel T -rail system. B. Chain: Two #60 roller chains. C. Car Walls (specify) 1. Durable melamine (champagne, light oak, dark oak or white). 2. Wood veneer panels (oak, cherry or birch). 3. Raised wood panels (oak, cherry or birch). D. Car Ceiling (specify:) 1. White. 2. Wood veneer. E. Car Lights (specify:) http://www.dreamelevator.com/downloadfiles/Lev/specs.lev.htm 7/26/2002 1 3/8" 2 1/8" 4'-2 1/2" FINISHEJ HOISTWAY 4'-0 3/8" OUTSIDE CAR 3,-0" INSIDE CAR 10 1/4" '-4 3/8" OUTSIDE CAR 3/8" INSIDE CAR SEE /NOTE 1 4" 1 1/4" CLEARANCE I 2'-4 1 ACCORDION GATE 3'-0" WIDE DOOR MIN CV 4'-7" FINISHED HOISTWAY HALL STATION WITH LIGHTED CALL BUTTON AND P.I. (PREFERRED LOCATION FOR USE WITH SUPPLIED HARDWARE) HOISTWAY DOOR NOTE 1: RAIL BACKING - LAMINATE TWO 2X12'S AND TWO 2X4'S AS SHOWN WITH GLUE AND A MINIMUM 2 I/4' LONG #8 SCREWS USE 12' ALTERNATING SCREW SPACING. GLUE RAIL BACKING MUST BE 1IFD TC A IIOil'LONTAL ST:gUCTURAL MEVbE't 1-.LA'.)ER )R -_UJR FLAIL) A' IJ', BO''OM AND A VAXINLN E :=TWEEN THIS DRAWING PROVIDES NOMINAL DIMENSIONS AND SPECIFICATIONS FOR INITIAL PLANNING OF AN ELEVATOR PROJECT. BEFORE BEGINNING ACTUAL CONSTRUCTION, BE SURE TO ACOUiRE CUSTOMIZED APPLICATION DRAWINGS WITH SPECIFICATIONS AND DIMENSIONS FOR YOUR SPECIFIC PROJECT. THE DIMENSIONS AND SPECIFICATIONS ON THIS DRAWING ARE SUBJECT TO CHANGE WITHOUT NOTICE DUE TO CONTINUALLY EVOLVING CODES AND PRODUCT APPLICATIONS. pitcyci LEV 3608 T'PE 1 1/25001 JOS. POf- AL NTS 36748-1R iUG-20-2002 TUE 07:22 AN VALLEY LUMBER BASALT FAX NO, 9709273706 P. 02 WESTBANK MESA ARCHITECTURAL REVIEW COMMITTEE 8/19102 TO: CARL & MARGARET AGNELLO. This is a letter stating that Carl & Margaret Agnello did receive approval from both the Architectural Committee and Westbank Mesa Board of Directors to proceed with the construction of their new home located on lot 35 of Westbank Mesa subdivision.The official address was not presentbate approved was 8/13/02. Signature of Chairman Paut Gonzales . AUG -20--2002 TUE 07:22 AM VALLEY LUMBER BASALT FAX NO. 9709273706 P. 01 Westbank Mesa Architectural Review Check List Name of Applicant Cart atm Margjt Agnelio Date of ACC Meeting 0723102 Lot l or Address 35 New Home Yes Remodel Other Date Submitted 0/19102 ACC Members Present / ACC Members Voting Mike Bodrogi Pres/Apps Nancy Crenshaw presJAppr. Joe Colonna pres.IAonr, Bin Easonpres.rApor, Paul Gonzales presJAQpr. Comments ACC Check List: Site Plan & Set Backs OK Finish/Exlsting Grades North OJ( South 01( East OK • West OK Comments Driveway surface fp be determined at a tater date Foundation Walls House Square Footage Exterior Wall Breaks Roof Materials Roof Colors Roof Pitches Exterior Wall Materials (Colors & Types) Exterior Trim (Colors & 7ypes) Comments Windows Comments Decks & Porches Building Protections (Flues, Vents, Gutters, Utility Boxes)Duh e t to ee installed _ Fences, Walls, Gates None sub itte . APPROVED or DENIED Comments ACC members appraved clam as submitte Board of dr, Signature of ACC Chairrna OK 4.360 Garage Square Footage 7,22 70 ft wail backside of not vis a from slri t QJ_ Tainko Heratige Series 40 vrshingle Mountain Slate Main QEQot 6-12 pi#oh Dormers 9 1 12 pitch Stucco (uopet stogy Slone (lower walls) 1st cnoi Abalone $ear Car Dark Moss (13 39). .Y� 1 by or 2 by and a$lor to be determiried color to matotlytinsimstaer Brand Weetherstgald Color We0em Adobe rna+y also utie Stern P_a_citic `Bram" Homeowner's pref rericet RI,S 'Mary fir& 9r Ia(,gel OK f< Date Applicant Notified*2.. konOna VILLEMAIRE CONSTRUCTION INC. SPECIFICATIONS FOR AGNELLO RESIDENCE THIS AGREEMENT, Made as of June 20, In the Year of 2002, Between the Owner: And the Contractor: For the Project: Carl Agnello & Margaret Rohan Agnello 1505 Watch Hill Dr. Plano, TX 75093 (972) 431 5033 Villemaire Construction Inc. 645 Canyon Creek Dr. Glenwood Springs, CO. 81601 (970) 947 1961 Agnello Residence West Bank Mesa Glenwood Springs, Co 81601 111VISIth'l I. %JENVLKAL M1+.11LJIKLMt.1V 1 1.1 Scope of Work - All materials shall be installed in strict accordance with the manufacturer's written specifications or Material's Institute Standards. Where the manufacturer's recommended details are used, the manufacturer shall be responsible for the performance of their product. All Items not specifically mentioned that are required to make the work complete and operational shall be included. 1.2 Codes - Construction shall comply with all applicable national, state and local building codes. It is the responsibility of the Viilemaire Construction Inc. to insure compliance with said codes and modify the specifications as needed to comply with such codes. 1.3 Measurements - The Contractor shall check and verify all dimensions and conditions before proceeding with construction. Do not scale drawings. Noted dimensions take precedence. 1.4 Workmanship - Workmanship shall conform to the best and highest standards of quality in each trade and shall include all items of fabrication, construction and installation. All work shall be completed Initialed by: Owner Contractor UDA Spcx;iftcations Project Name Page 2 of 2 by skilled tradesmen and mechanics. Installation of all equipment and materials shall be in strict accordance with manufacturers recommendations. 1.5 Insurance - Builders Risk Insurance shall be maintained by the contractor during the course of construction until final acceptance by the owner. All bonding and insurance requirements shall be coordinated with the Owner prior to beginning construction. All contractors shall provide and be solely responsible for necessary barricades and safety precautions, and strictly adhere to all governing codes on safety, including the OSHA Act. 1.6 Installation and Storage - All materials, supplies and equipment shall be installed per manufacturers recommendations and per applicable codes and requirements. Material stored on site shall be protected from damage by moisture, wind, sun, abuse or any other harmful affects. 1.7 Square Footage - Interior finished square footage figures represent heated and cooled floor area only and do not include additional area for two-story or vaulted spaces, garages, decks, porches or any other unfinished areas. These dimensions are generally measured from the outside face of the stud. Approximate areas; 2592sf Finished Interior 792 sf Garage 600 sf Unfinished Basement 1200 sf Future finished basement 280 sf Rear Patio 35 sf Front Porch 405 sf Front Deck 5904 sf Total DIVISION 2. SITE WORK General - Contractor shall review construction documents and provide necessary site work, excavation and grading as required to construct said project. 02230 — Site Clearing - Clear and grub the construction site. Grade building site with appropriate soils. Existing trees to remain shall be marked prior to clearing and protected to prevent damage. If any damage is done to walkways, driveways, etc, needed repairs shall be provided by the contractor. Repair or replace any damaged vegetation or terrain that is indicated to be protected or is more than eight feet from the edge of any construction. Initialed by: Owner _ Contractor iUDA Specifications Project Name Page 3 of 3 Soil Bearing - Foundation designs are based on a soil bearing value of 2500 psf. Foundations and slabs are designed to uniformly bear on well -compacted, well -drained non -expansive soils. A certified soils engineer shall review foundation designs and building toads and compare with subsurface soil investigation. Should on-site observations show that foundation designs are not satisfactory, a structural engineer should be contacted immediately to redesign foundations to accommodate conditions. 02270 - Slope Protection and Erosion Control - Clear the top layer of soil and place in a designated area for use at the end of the project. Provide swales with positive outfall, and slope grade away from building to allow water to drain away from the foundation. Backfill around building with subsoil graded free of lumps larger than 6", rocks larger that 3" and debris. Keep finished grade elevations a minimum of 6 1/2" below finished floor elevation (see construction documents for exact locations. Do not backfill against foundation, until home is completely framed and roof structure is in place. 02300 - Earthwork - Excavate bottom of all foundation walls and footings at building perimeter a minimum of 12" below frost line and 24" wide, (check with local building officials for frost line level requirements). Base of footings shall extend down to undisturbed virgin soil which has been compacted to 95 percent proctor density. All excavation shall be to a level below existing demolition debris. Board form all footing as required by soil conditions. For basement walls, excavate area indicated on construction documents, allowing an additional 18" minimum clearance around the perimeter of foundation walls for proper drainage and waterproofing assembly. At slab foundations, compact sub -grade under slabs to a minimum 95% density. Compact backfill areas not under slabs or foundation to a minimum 90% ASTM D-689. Sub -base directly under concrete slabs on grade shall be a minimum of four inches of compacted granular fill. 02510 - Utility Services - Install necessary utility services, such as electricity, water, gas and oil, sanitary sewerage and support structures for power and communications. Coordinate requirements with local utility providers. All utilities shall be located underground from street to building, unless otherwise stated. 02530 — Sanitary Sewerage- As outlined in West Rank Mesa Subdivision Initialed by: Owner Contractor UDA Specifications Project Name Page 4 of 4 02621 - Foundation Drainage - Install a minimum 5" slotted drain pipe with a positive outflow around exterior basement wall footings, imbedded in a loose fill gravel, minimum 12" deep. Slotted drain pipe should be wrapped with an appropriate geo-technical fabric to prevent silt buildup. Install other drains necessary for positive site drainage. 02700 - Final Grading - Keep exterior finished grade a minimum of 6 1/2" below finished floor elevation (see construction documents for exact locations) by backfilling with appropriate soils. Provide swales with positive outfall and slope grade away from building to allow water to drain away from the building foundation. Do not backfill against foundation until project is completely framed and roof structure is in place. Soil type of fill shall be specified by Geotech Engineer. 02751 - Concrete Pads ,Walks and Stairs - Provide light duty paving at automobile parking areas consisting ofa 4" thick slab on sub -grade compacted to 98 percent density with 3000 psi concrete. A 4" thick concrete walkway will be provided from front door to the driveway. Consult site plan for additional information. Expansion joints shall be installed as in standard concrete practices. Control joints shall be installed at pre -determined locations no Iater than 12 hours after installation. Front stairs shall be colored concrete to match stone veneer and acid washed and sealed (exposed aggregate finish) 02800 - Drip Irrigation - Low pressure water system with buried or sub -surfaced vinyl, pvc pipes. Install as recommended by manufacturer. 02813 - Lawn Sprinkling and Irrigation - Install irrigation system consisting of valves, water lines, sprinkler heads and control panels to adequately cover sod and plant beds. Install as recommended by manufacturer. Trenching and Backfill - All main lines shall be buried a minimum of twenty (20") inches, and shall be covered with sand to six (6") inches above main. Laterals shall be buried a minimum of twelve (12") inches for spray heads and a minimum of eighteen (18") inches for rotors. Backfill - Backfill shall be done in six (6") inch Lifts with compaction between each lift. All Targe rocks and debris shall be removed from backfill. No backfilling or covering of water mains or irrigation lines shall be done before inspection by Project Superintendent. Piping Installation - Piping shall be laid parallel in trenches and shall not cross over or wrap around each other, and shall be buried at least one (1") inch apart. Cutting and gluing of PVC pipe shall be done only with appropriate equipment and methods recommended by manufacturers of PVC solvent cement and PVC pipe. Connections - Connections to existing water mains, other than at valve outlets, shall be made with compression tees and gate valves. All pipe under concrete, asphalt, or other masonry shall be cased Initialed by: Owner Contractor UDA Specifications Project Name Page 5 of 5 Ioosely in larger size pipe with at (east six (6") inches protruding from the sleeve before fittings are attached. Earth shall be compacted under the pipe where it extends from sleeve. All fittings shall have at least a two (2") inch clearance from other pipes or fittings. Joints - All solvent cement joints shall be made with medium -body cement or heavy -body only with a pre -coat of primer. Excess cement shall be wiped off all joints. Swing joints shall be sealed with Teflon tape on threads. All other threaded joints shall be sealed with a non-drying thread joint compound. A copper tracing wire shall be imbedded in the trench and over the pipe to facilitate locating with a cable detector; end of wire shall terminate in valve box or above grade. Valve Installation - Before installation of remote control valves, quick coupling valves, or sprinkler heads, all lines shall be flushed with water. All remote control valves shall be installed in Iarge rectangular plastic boxes flush to grade unless there is a special need for sub -surface installation, in which case valve markers shall be used with access to the flow control handle. Valves - All quick -coupler valves shall be installed in round plastic boxes flush to grade. Anti -drain valves shall be installed on all low sprinkler heads. All electric remote control valves shall be installed with a gate valve on the pressurized side and a PVC union on the non -pressurized side. All remote control valve boxes shall be marked with a code system and sequenced in the controller in a logical manner to facilitate maintenance, i.e. A-1, A-2 (clock A, valve 1 and 2). Sprinkler Head Installation - All sprinkler heads shall be attached to double swing joints. Shrub heads on risers shall be staked with 1/2 inch rebar and two hose clamps. The rebar shall be driven into the earth two (2') feet and be of sufficient length to terminate twenty (20") inches below the head. Sprinkkr Heads - All sprinkler heads two (2') feet or less from lateral connection shall be connected by threaded fittings only to the Iateral. All sprinkler heads shall be installed with head flange at least 1 inch from header. In the case of shrub heads on risers, the riser shall have a minimum two (2") inch clearance to the header. Sprinkler heads of differing precipitation rates shall not be valved together. Shrub heads located along pathways or traffic areas shall be the type that retract to ground level when watering is completed; Toro, or approved equal. All shrub, ground cover and lawn heads shall be spaced so as to spray from head to head as minimum, preferred coverage is 1.25 to 1.5 times spacing. Wiring and Splicing - Wire shall be run in the pipe trench and to one side of main. Each wire shall have an excess of two (2') feet coiled in the valve box. One spare wire shall be laid so that it enters and leaves every valve box. Spare shall be labeled. No splices shall be directly buried. All splices shall be made in splice box or valve box. All splices shall be waterproofed by one of the following methods: Rain -Bird Pen-Tite connectors; Scotch -Lok epoxy sealer bags with ends taped and scaled with Scotch-Kote; and end- to-end crimp connector taped and sealed with Scotch-Kote. Initialed by: Owner Contractor UDA Specifications Project Name Page 6of6 O2900 - Landscaping - Landscape site per construction documents with appropriate sod, plants, trees, and shrubs suitable for local climate and site requirements as listed below. Landscaping budget shall be determined by an allowance as stated in the Contract Documents. Excavation - Hand dig holes without undermining existing facilities. Do not loosen soil at the bottom of hole, compact soil under root ball if loose. Dimensions of the hole will vary with the size of the root ball. Tree wells Located adjacent sidewalks, shall have the top of root ball four inches (4") below the sidewalk surface. Topsoil - A three (3") inch cover of topsoil or appropriate soil amendment shall be spread uniformly over the soil (9 yards per 1000 sq. ft.) and tilled into the top six (6") inches of soil. Turf Preparation - All newly seeded turf areas shall be free of broadleaf weeds. Infested areas shall be treated with a selective broadleaf insecticide; Trimec or approved equal. Berms - A berm of earth approximately four (4") inches high shall be built around the perimeter of the backfilled plant holes to form a shallow basin for the retention of irrigation water. Each basin shall be mulched with two (2") inches of mulch. Drainage - Plant holes shall be randomly tested for drainage, by filling with water and confirming that all areas have drained within two (2) hours after filling. The random testing shall be performed on ten percent (10%) of the total large (15 gallon) size holes for the project. If more than twenty percent (20%) of these holes fail, then an additional ten (10) holes shall be tested. Areas that do not pass this test shall be corrected prior to planting. Backfill - Backfill shall consist of the excavated material with all stones larger than one inch (1") removed, and with soil amendment added in the proportion of one (1) part amendment to three (3) parts soil thoroughly mixed. If additional soil is required, site topsoil shall be used. The backfill mixture shall be finely divided, loose, and free of clods. Soil Amendment and Mulch - Soil amendment and mulch shall consist of Cedar -soil or equal, composted, nitrogen -stabilized, water -holding materials with long residual life. j Iia IF it i, !y 74 741";:.i Nol la' Ir Te r Tj a'rr'r Im7 i' c' s['Itor., is I. •— 5. r ^w 3•, m'� � h �r �P.����II :�-i -���C J: /��"r.. �. s��� '�L"' y°��yl����I'd,Yb' C�����r+,n �� IL �` �.IP. I,�� [,�„y'y1, 7N2ii i I r im'i,]-ii�n,.I�f ik,'-WIGI.LJIAC.'IkL`�I i�,�'Ii.�11WWW �Wk. ��IL"PIt�ll�1�:1I'i'i I s Initialed by: Owner Contractor UDA Specifications Project Name Page 7 of 7 02832 - Retaining Walls - Provide concrete interlocking block, retaining walls where required. Excavate as required for footing dimensions shown on construction documents or as directed by Engineer. Install a minimum 6" thick footing on undisturbed soils. Install retaining wall units as recommended by manufacturer. Reinforce masonry walls with 9 gauge steel "H" wire truss -design masonry wall reinforcement a minimum of every third course, tie backs and rebar (reinforcing steel). Install reinforcing members as recommended by manufacturer. Install perforated drain at back of wall and backfill area with 8" loose fill gravel, for drainage. At surface install a minimum 6" of topsoil with a maximum slope of 3:12. DIVISION 3. CONCRETE General - Contractor shall review construction documents and provide labor and materials pertaining to concrete and foundations as required in said documents and as specified herein, while complying with all applicable building codes. 03050 - Concrete Specifications - All concrete work shall be designed on the basis of "Strength Design" in accordance with AC1 318 "Building Code Requirements for reinforced Concrete." Concrete work shall be proportioned in accordance with ACI 301 " Specifications for Structural Concrete" and ACI 211.1 " Recommended Practice for Selecting Proportions for Normal Weight Concrete". Concrete slabs, patios, driveways, walls and foundations shall be constructed of a minimum 3000 to 3600 psi concrete, 28 day test, with a 4" minimum to 6" maximum slump maximum, air -entrained to 5 - 8%. No additional water shall be added to concrete after slump test is recorded. Cylinders shall be taken from every batch truck and tested for compressive strength at 7 and 28 days. Concrete should be a mix of high grade Portland cement, clean sand or granular fill and washed gravel or crushed stone as coarse aggregate per ACJ 530. Maximum aggregate size shall be 3/.". All aggregates shall conform to ASTM C33. Gravel should be well graded and not exceed I 1/2" in size. Water shall not exceed 5 1/2 gallons for each bag, unless sand is very dry. Concrete shall be mixed using an approved batch machine or mobile mixer until uniform in color and providing a 4" minimum to 6" maximum slump. Initialed by: Owner Contractor UDA Specifications Project Name Page8of8 03100 - Reinforcing Steel - Reinforcing steel (rebar) shall be minimum ASTM A615, grade 40. All reinforcement splices shall be as follows: #5 bars 25" minimum, #7 bars 35" minimum. All rebar (reinforcing steel) shall be located 3" clear from bottom and side of footing and 2" clear from top. Locate vertical rebar (reinforcing steel) 4'-0" on center (OC). All reinforcement splices shall be in accordance with ACI 318 for "Strength Design." All reinforcement steel shall be accurately placed, rigidly supported, and firmly tied in place with bar supports and spacers in accordance with ACI 301 and ACT 318. Welded wire fabric shall conform to ASTM A 105 and be located in the center of the depth. 03100 - Anchor Bolts - Provide 1/2" diameter x 10" long anchor bolts in filled cells and poured concrete walls at 48" on center (OC) maximum at all window locations and on each side of exterior doors. For slabs, install appropriate tie downs or straps as required by applicable building codes. 03300 - Footings - Center all footings on walls, piers, or columns above unless otherwise noted. All footings shall rest on undisturbed virgin soil with minimum soil bearing allowable of 2500 psf, tested for 95 percent compaction, or 314" stone compacted in 12" lifts to 95 percent density if fill is required. Footings at building perimeter shall be a minimum of 12" below frost line and 20" wide, constructed of 3000 psi concrete. Provide #5 rebar (reinforcing steel) continuous through footers. Provide #5 rebar (reinforcing steel) comer bars at all corners and intersections of footers, beams and walls. Each side should overlap 2'-0", with a 90 degree bend. Footers shall bear on undisturbed soil and kept free from ground water. Underneath load-bearing walls and interior or exterior column footings, thicken slabs within a 1' radius to 12"thick. 03300— Poured Concrete Basement Walls - Poured walls shall be constructed of 3000 psi concrete with #5 rebar (reinforcing steel) at 12" x 12" on center (OC) placed in a vertical grid. "Thickness of walls shall be a minimum of 8"thick for 8'-0"high. Provide appropriate waterproofing system around the exterior perimeter and install drainage as specified by manufacturers recommendations. 03300 - Expansion Joints - Provide 1/2" thick by 4" wide bituminous expansion joint material at all surfaces where slabs adjoin raised slab, crawtspace or basement stem -wall CMU or poured foundations. DIVISION 4. MASONRY Initialed by: Owner Contractor UDA Specifications Project Name Page 9 of 9 04100 - Mortar and Masonry Grout -Mortar shall be Type "M" or "S" in accordance with ASTM C270, 2500 psi. Grout shall be in accordance with ASTM C270, Type M, 2500 psi concrete using pea gravel for coarse aggregate with a maximum aggregate size of 3/8" and an 8" minimum to 11" maximum slump. Mortar joints shall be 3/8" thick, finished to produce a flush, form. 04200 - Concrete Masonry Units (CMU) - Shall be in accordance with ASTM C90 or C145, 1500 psi compressive strength, grade N, Type 1, hollow core load bearing CMU and shall have a minimum net compression strength of 1900 psi. Use Grade N, type 1, specialty shapes load bearing concrete masonry units as specified. Lay CMU plumb with all courses level using appropriate corner blocks at corners, window and door jambs. 04860 - Stone Veneers - Install exterior Natural stone veneer per Industry standards. Stone Veneer shall be Bear creek moss dark. Stone drip edge and cap stone shall be South west buff. Cap stone and veneer will be provided by Pinestone Inc. See construction documents for location and detailing of stone veneer. Stone budget shall be determined by an allowance as stated in the Contract Documents. Fireplace 10300 - Prefabricated Fireplace - Pre -fabricated fireplaces shall be U.L. approved and installed per manufacturer's specifications. Install pre -fabricated fireplace unit, as specified below, Manufacturer: name of manufacturer Model Number: 000 Dimension of fireplace: 00"wide x 00"deep x 00"high Dimension of opening: 00"wide x 00"deep x 00"high Height of opening: 00"high Chimney and Flue — Flues shall be U.L. approved and installed as per manufacturers instructions. If multiple flues are used in the same chimney chase, an unequal projection or height of flue above the stack shall be used to safeguard against smoke exiting one flue and entering another. DIVISION 5. METALS General - Contractor shall review construction documents and provide labor and materials pertaining to metal work as required in said documents and as specified herein, while complying with all applicable building codes. Initialed by: Owner Contractor UDA Specifications Project Name Page 10 of 10 05100 - Structural Metals - All structural metal for beams and plates shall be in accordance with ASTM A-36. All structural steel for steel columns shall comply with ASTM specification A-53 Grade B or A-501. Structural steel columns shall be 3" minimum inside diameter, unless noted otherwise. All steel details and connections shall be in accordance with the requirements of the latest AISC specifications and latest revisions. Provide all required anchor bolts, bearing plates and metal ties required by standard practice and as noted below. 05210 - Steel Joists - Initialed by: Owner __ Contractor __ _ UDA Specifications Project Name Page 11 of 11 DIVISION 6. CARPENTRY General - Contractor shall review construction documents and provide labor and materials pertaining to carpentry work as required in said documents and as specified herein, while complying with all applicable building codes. 06100 - Rough Carpentry - Lumber shall be of live, sound stock and properly dried. Pressure treated lumber shall be used where any lumber shall come into contract with concrete, masonry block or soil and when using as support members for decks, porches or balconies. Lumber for use at exterior shall have a maximum 12 percent moisture content. Provide adequate bracing and shoring during the construction process. Studs and joists cut to install plumbing and/or wiring shall be reinforced by adding metal or wood structural reinforcing to strengthen member back to original capacity and maintain structural integrity. holes bored shall not be larger than 1/3 the depth and not closer than 2" to the top or bottom of the joist. Wood Species: #2 Southern Yellow Pine, Douglas Fir, (spf#2) Floor Framing - Information below pertains to conventional stick framing, if pre-engineered trusses are used follow manufactures guidelines for installation. Pressure treated lumber shall be used where any Iumber shall come into contract with concrete, masonry block, roof curbing or roof blocking. Girders: Install girders in pockets formed in the foundation or on top of the sill plate. The pocket should allow a minimum of 1/2" on both sides for circulation. Girders: solid wood, two or more 2" planks, laminated veneer Iumber, glue -lam beams, steel beams Sills: Install single 2"x 6", 4"x 6" or double 2"x 6" solid pressure treated lumber horizontally on foundation. Bore holes in sills for anchor bolts. Floor .foists: Space floor joists 16" on center (OC) depending on type of construction, load bearing and spanning capabilities of wood species. Joists shall rest on a minimum 1 1/2" of bearing wood or 3" of masonry. Cut joists flush with the outside edge of sill. If joists are lapped over girder, the minimum amount of lap is 4" and maximum overhang is 12". Do not lap at wood I -beams. Joists shall be installed so that the end of the sub -floor sheets fall directly on the center of the floor joists. Nail joists at each bearing point using 12d nail on each side. Nails shall be at least 1 1/2" from ends. Wood cross bridging shall be at least nominal 1" x 3" lumber with two 6d nails at each end. Install one row of bridging for 12'-0" spans and less, over 12'-0" spans install two rows of bridging. Floor Joists: wood I -beams TJI 250's 11 7/8" , at 16"on center (OC). Initialed by: Owner _ _ Contractor UDA Specifications Project Name Page 12 of 12 06122 - Wood Sub -floors - 3/4" tongue and groove OSB sub -floor shall be installed with both nails and approved sub -floor adhesive. Stagger joints a minimum 2 stud spaces. For attic access, install necessary plywood walkways to meet applicable building codes. Exterior Walls - All exterior walls shall be constructed with 2"x 6" wood studs at 16"on center (OC), with single bottom plates and double top plates throughout. Provide solid blocking at mid -height of all walls. For exterior corner joints, install (3) 2"x 6"'s nailed together. Where interior partitions meet exterior walls, install 2 studs fastened together with 2"x 4 blocks approximately one foot long. One block is placed at the bottom, one at the top and one about center of the studs. 2"x 6" studs placed 16"on center (OC) - for higher ceilings and higher insulation values Where exterior openings occur on 2"x 6" exterior walls, provide structural headers designed with (3) 2" x 10"'s with a 1/2" continuous plywood flitch plate glued and nailed between the 2"x 10"s. At window sills, provide a single piece of 2"x 6" lumber. Provide double jacks or liners for openings 6'-0"wide or greater, unless otherwise noted. Provide 'A" plywood sheathing on exterior walls . 06122 - Sheathing - Install one layer of approved moisture barrier overlapped a minimum of 6". Provide and install exterior sheathing of �`'A" rated plywood panels. For plywood panels, use 6d nails spaced 6" apart on the edges and 12" apart on the studs. For fiberboard sheathing, fasten with roofing nails or button caps spaced 3" apart at edges and 6" apart in the center, a minimum of 3/8" from edges. 06130 — Exterior Trim - All exterior trim, fascia, frieze board, soffits, decks, window casings and door casings shall be cedar stained brown to compliment brown based aluminum exterior of window. 06185 - Structural Laminated Beams - For Targe spans, structural laminated beams will be required as set forth in the construction documents or by applicable building codes. Laminated timber is hereby defined to include engineered stress -rated products of wood members fabricated from 1" to 2" nominal thickness lumber glued face to face to a depth of four laminations or more. Clue -lam Beams shall have a minimum bending design values (Fb) of 2400 psi and a modulus of elasticity of 1,800,000. install with crown up. Micro -Lam Lumber shall have a minimum bending design values (Fb) of 2,800 psi and a modulus of elasticity of 2,000,000 psi. Parallam Beams shall have a minimum bending design values (Fb) 2900 psi and a modulus of elasticity of 2,000,000 psi Fascia and Soffit - Provide and install wood fascia and soffit. Sec construction documents for complete architectural details. Wood fascia board shall be a 1"x 10" cedar set on 2"x 6" sub -fascia structure. For Initialed by: Owner Contractor _ _ _ UDA Specifications Project Name Page 13 of 13 wood soffit install 3/8"thick A -C rs finish plywood, 2 5/8" crown moulding, 1"x 6" frieze board and louvered or continuous screen soffit vents as required by applicable building codes and roofing manufactures guidelines for ventilation. Interior Walls All interior walls shall be wood studs, with single bottom plates and double top plates throughout. Provide solid blocking at mid -height of all walls which exceed 9'-0" in height. 2"x 4" studs placed 16"on center (OC) - typical Ceiling Joists: The size of ceiling joists are determined by span, load and the kind and grade of lumber. Check appropriate spanning charts with local building officials. At openings in ceilings, double joists for structural rigidity. 2"x 8" spaced at 24"on center (OC) Roof Framing: Use pre engineered roof truss system by Truss -Fab of Glenwood Springs purchased thru a local lumber company. Conventional framed roof areas shall be I -Joist. At openings in roof, double joists for structural rigidity. For ridges, hips and valleys, install laminated veneer lumber. Provide Simpson H2.5 anchors at all rafters or trusses to plates and at alternate studs. I -joist members at 24"on center (OC) Roof Decking - Provide and install exterior sheathing of APA rated and code certified 518" CDX plywood panels or OSB. Sheathing shall be installed with the face grain running across the rafters, vertical joints staggered. Nails shall be 6d or 8d common smooth, ring -shank or spiral thread nails spaced 6" apart on the ends and 12" apart inside. Install with plywood "H" clips between each piece of decking, every 48". Install one layer of moisture barrier 15# or 304 felt, overlapped a minimum of 6". Specify ceiling designs and locations. Decks, Porches, Balconies — Exterior grade lumber shall be used for exterior decks, porches or balconies. Provide and install galvanized joist hangers to connect 2"x 10" floor joists to the main structure every 16"on center (OC). All handrails shall be constructed so as to prevent passage of a 4" sphere. Provide handrail and detailing as shown in construction documents. Stain and seal wood a minimum of 6 months after installation to allow for proper curing. Wood type shall be: cedar, Finish Woodwork — All architectural trim and woodwork shall be No. 1 grade material suitable for appropriate finishes. Wood that will be stained shall be clear of knots with concealed joints Initialed by: Owner __ _ Contractor UDA Specifications Project Name Page 14 of 14 06400 - Interior Trim - Moisture content for interior woodwork shall be 8-10 percent to reduce excess shrinking. Provide and install interior wood trim as shown in construction documents. Owner will specify molding type and location on interior finish schedule. 06460 - Stairs - Heights of treads, lengths of risers and overall width of stairs shall comply with applicable building codes. Stair treads shall be constructed of 1" full thickness lumber, risers shall be constructed of 3/4" finish grade lumber, structural stair stringers shall be constructed of 2"x 12"s. Glue and nail stair assembly together. Provide and install detailing as shown in construction documents. DIVISION 7. THERMAL AND MOISTURE PROTECTION General - Contractor shall review construction documents and provide labor and materials pertaining to thermal and moisture protection work as required in said documents and as specified herein, while complying with all applicable building codes, 07100 - Waterproofing & Damp proofing - All joints and penetrations in walls, floors, and roofs shall be made watertight using approved methods and materials. Waterproofing and damp proofing recommendations contained herein are minimum, check with local code officials for additional requirements. Basement Walls — Install necessary waterproofing material system to exterior basement walls and foundation surfaces, from a point 12" below the lowest slab to not less than 6" above finish grade. Install as recommended by manufacturers guidelines. Install a minimum 5" slotted drain pipe with a positive outflow around exterior basement wall footings, imbedded in a loose fill gravel, minimum 12" deep. Slotted drain pipe should be wrapped with an appropriate geo-technical fabric to prevent silt buildup. Install other drains necessary for positive site drainage. 07200 - Insulation - Effective R values shall be in accordance with local and state energy codes. Floor, walls and ceilings insulation shall be constructed with: batt, insulation. All plumbing chases in interior and exterior walls shall be insulated with batt insulation for sound attenuation. Exterior Walls - Wall insulation shall be 5 '/z"batt with an R value of R-19. The R Value of the total wall system shall be approximately 20, 28. Interior Walls - Install 3 '/z"R-1 1 batt insulation around baths, laundry rooms and otherwise Initialed by: Owner Contractor UDA Specifications Project Name Page 15 of 15 specified for sound attenuation. Floors - Between crawlspace and first floor, install 5 '/z" batt insulation with an R value of R-19. Install 5 %z" batt insulation in floor system between first floor and basement to provide an R value R-19 Ceilings - Attic insulation shall be, batt with an R value of 30 Foundation - For concrete slab foundation, provide 2"thick x 24"high and 24"wide x 2"thick L- shaped R-7 Styrofoam frost barrier around perimeter of structure if required. Slope away from building at 1" per foot. Install frost wall 48" below finished grade, along garage door opening. 03010 - Stucco System - InstalI exterior wire lath with roofing nails 4" around the edges and 8" in the center over '/2" CDX plywood. Install one layer of 15# felt, overlapping joints a minimum 6",. Install the cement base coat, then synthetic finish coats as specified by manufacturer. Finish Coat color shall be Sherwin Williams SW6050 Abalone Shell See construction documents for details such as keystones, quoins, horizontal bands, etc. Owner will select color on exterior finish schedule 07320 - Roofing - Provide and install roof system in accordance with all applicable building codes and manufacturers guidelines. Main roof slope shall be: 6:12. 07250 - Felt - On all roof surfaces install a minimum 15 # asphalt impregnated rooting felt. Overlap felt a minimum of 4" vertically and 12" horizontally. Continue felt 6" up all vertical surfaces and 4" over gutter and valley metal. Fasten all edges with Targe headed galvanized nails on 6" centers. 07251- Ice & water shield — Provide and install Ice and water shield from eve to 36" beyond exterior wall. Install ice and water shield on all valleys 07310 - Composite/Asphalt Shingles — Provide Tamko Heritage Series color Mountain Slate 30 year Composite/Asphalt dimensional, shadow line shingles over one, layer of 15# felt. Rafter system or pre-engineered truss system to meet dead and live load requirements as specified by manufacturer. Asphalt shingles shall be: specified in exterior finish schedule Initialed by: Owner Contractor UDA Specifications Project Name Page 16 of 16 07620 - Flashing and Sheet Metal - Install appropriate flashing at all joints of chimneys, dormers, walls, vent pipes and other connection points to prevent the infiltration of water. Flashing shall be assembled of 26 gauge minimum galvanized, corrosion resistant sheet metal. Valleys shall be wrapped with 20" wide galvanized flashing and extend 10" in each direction from center -line of valley. Use 4"wide x 4"high x l0'long galvanized flashing between wall siding and roof surfaces and step flashing between masonry and roof surfaces. If copper is used, install 16 ounce hard copper. 07720 - Roof Accessories Vents -. Provide a minimum of 144 square inches of free air ventilation for every 300 square feet of attic floor area. 50% of the roof ventilation should be located adjacent the roof peak with the other 50% located in the soffit area under the eaves to provide natural convection throughout the attic area. Check ventilation requirements with roof system manufacturer. Ridge Vents - Install aluminum ridge vents at top of ridge for the removal of heated attic air. See construction documents for location. Soffit Vents - Install perforated aluminum or galvanized continuous or louvered metal soffit vents every 8'-0"on center (OC). Gutters and Downspouts - Install 5" wide metal gutters and 4" downspouts. Attach every 2'-6" on center (OC) with straps and/or fasteners. Metal should be 25 gauge aluminum. 07920 - Caulking and Sealants - Use a 50 year warranty silicon based caulk at high expansion/compression areas, such as around chimneys, tile, ceramic, and around enamel and pre- fabricated tubs and showers. For exterior windows, door frames, interior trim, woodwork and other paintable surfaces use a colored Latex based caulk. Color shall match wood stain or paint. DIVISION 8. DOORS, WINDOWS AND GLAZING General - Contractor shall review construction documents and provide labor and materials pertaining to the doors and windows as required in said documents and as specified herein, while complying with all applicable building codes. In all sleeping areas provide an operable egress standard window or door directly to exterior. Initialed by: Owner Contractor UDA Specifications Project Name Page 17 of 17 08000 - Doors - Describe each exterior door used and specify in chart below. Allowances for all doors are stated in the Contract Documents. Exterior Doors - All exterior doors shall be solid core, insulated and swing inside with weather -tight thresholds. Install brown weather-stripping around all doors. Front Door - Wood door with insulated glass,. Provide necessary hardware per door schedule. 08640 - Sliding Glass Doors - wood frame, insulated glass door. Install aluminum track and rollers with weather -tight thresholds. Provide necessary hardware per door schedule . 08110 - Garage Entrance Door Wood insulated six -panel, 1 3/4" thick, with full weather- stripping and metal threshold. Provide necessary hardware per door schedule. Exterior Door Frames - Install pre -hung door units. 08210 - Interior Doors - Interior doors shall be pre -hung units, including cerfing on both sides of the door. Type: Solid Core Interior Door Frames - Install pre -hung units with interior cerfing , 08360 - Garage Door - Install Overhead 8'-0"&, 16'-0" x 8'-0"high un -insulated, wood garage door(s) with electric opener(s) and dual remote control units. Install weather-stripping around each door opening. 08710 - Door Hardware - Finish hardware shall include keyed deadbolt locksets at all exterior doors. Interior doors shall be a combination of privacy and passage locks. Hardware shall be as per allowance. Specify in chart below the type of hardware for each door. All exterior locksets shall be keyed the same. Type: owner specified Finish: owner specified Door Hardware: owner specified Specify: owner specified Initialed by: Owner Contractor UDA Specifications Project Name Page 18 of 18 Interior and Exterior Door Schedule 08500 - 08630 - Windows Conf rrn that openings are compliant with all applicable building codes concerning egress, lighting and ventilation requirements. Temper all glass located within 2'-0" from exterior doors, all glass in doors and above tub enclosures. Provide and install necessary windows and appropriate hardware to operate and lock windows. Bedroom windows shall comply with Code requirements for emergency escape with appropriate egress hardware. Minimum net clear opening shall be 5.7 sq.ft., minimum net clear width shall be 20", minimum net clear height shall be 24" and sill height shall not exceed 24" above floor. Hardware Finish shall be: Consult window and glazing schedule Windows - Shall be Colored aluminum brown based with a complimenting brown wood trim on the exterior. Window manufacture is still to be determined Screens - Exterior frames shall be a bronze anodized, finish with joints welded and sanded smooth. Wire Initialed by: Owner Contractor —_ i.ill°' criptiion : ' ,r i Sprt icatw ;. S �IAoor'' Sardware : ' 0 4 2 3 4 5 6 7 ` x g 9 ALL.... r- --' - 10 11 . 12 13 14 15 , 16 17 i - — • 18 08500 - 08630 - Windows Conf rrn that openings are compliant with all applicable building codes concerning egress, lighting and ventilation requirements. Temper all glass located within 2'-0" from exterior doors, all glass in doors and above tub enclosures. Provide and install necessary windows and appropriate hardware to operate and lock windows. Bedroom windows shall comply with Code requirements for emergency escape with appropriate egress hardware. Minimum net clear opening shall be 5.7 sq.ft., minimum net clear width shall be 20", minimum net clear height shall be 24" and sill height shall not exceed 24" above floor. Hardware Finish shall be: Consult window and glazing schedule Windows - Shall be Colored aluminum brown based with a complimenting brown wood trim on the exterior. Window manufacture is still to be determined Screens - Exterior frames shall be a bronze anodized, finish with joints welded and sanded smooth. Wire Initialed by: Owner Contractor —_ UDA Specifications Project Name Page 19 of 19 mesh shall be fiberglass. Screens will be installed for easy removal as recommended by manufacturer's guidelines. 08900 - Other Glazing - Install glazing as specified on construction documents per manufacturers recommendations. indow and Glazing Schedule .No [ `Q`y S rip. - _. _ ,. ..., ? Peo tion.. 0 3 ex: 2'-0"w x Wood, double hung, clear insulated Pella, Model No, 24S45 - Low E 6'-2"h glass, window unit with casing, grills, , glass j screens 4 5 6 i 7 - - 8 - i 9 10 a 11 12 13 14 15 l6 17' 18 , DIVISION 9. FINISHES General - Contractor shall review construction documents and provide labor and materials pertaining to the finishes as required in said documents and as specified herein, while complying with all applicable building codes. 09250 - Gypsum Wallboard - Gypsum board must be held firmly against the framing while fastening to avoid later movement of gypsum board on the shank of the nails or screws. Nails or Screws: Nails and screws shall be a minimum 3/8" and a maximum of 1/2" from edges and ends of wallboard and the heads shall be seated slightly below the surface without breaking Initialed by: Owner Contractor UDA Specifications Project Name Page 20 of 20 the paper. Nails shall be spaced not to exceed 7" on ceilings or 8" on sidewalls. Head diameter shall be a nominal 1/4" with the length 1 1/2" to penetrate a minimum of 7/8" into nailing member. Nails shall meet the minimum requirements of ASTM C514 and may included coated, etched treated or annular ring shanks to improve withdrawal resistance. Drywall screws shall meet the minimum requirements of ASTM C1002. Bugle -shaped heads shall be 0.315" in nominal diameter and contain a No. 2 Philips driving recess. Type "W" screws are designed for easier fastening in wood. Joints: At gypsum wallboard joints install a 2" strong, cross threaded tape with a cross tensile strength of 45 lbs per lineal inch. Press a strong, good quality tape firmly onto sheathing joints and around openings, imbedded in joint cement. At comers and angles, install metal comer beads as specified by manufacturer. If comers are rounded, install corner reinforcement as required. Spread gypsum wallboard mud at all tape joints, corner beads, nails and screw penetrations and where a smooth surface is needed. Apply second coat of wallboard mud after a minimum 24 hours. After drying (minimum 48 hours), sand all joints and other areas to a smooth consistent surface. Interior Walls: Sheath walls and ceilings with 1/2" gypsum wallboard, either vertically with long edges parallel to framing, or horizontally with long edges at right angles to framing members. Apply one layer of 112" x 4' x 12' foot lengths to all wall surfaces. Offset joints between layers at least 10". Ceilings: Apply a single layer of 1/2" gypsum wallboard across the supports and fasten with nails or screws. Offset joints between layers at least 10". Nails are spaced 6"on center (OC) with 1 1/4" heads. Screws are spaced 12" on center (OC). Ceiling finish shall be smooth, stippled, blown, etc. Fire -Rated Gypsum Wallboard: In garages, around gas water heaters and as required by applicable building codes, install 5/8" Type "X" fire -rated gypsum wallboard. Nails shall be 1 3/4" long, spaced a maximum of 6"on center (OC) around perimeter and 8" on center (OC) in the field of the board. Water Resistant Gypsum Wallboard: Around showers, tubs, whirlpools, or as required by applicable building codes, install 1/2" water resistant drywall. 09300 - 09400 - 'Dile, Marble, Slate — Tile, Marble, Slate shall be appropriate grade and finish in accordance with applicable building codes and owner requirements. Contractor shall properly clean all surfaces to be covered and install appropriate underlayment per manufacturers recommendations. Installation should be carried out with a slow setting cement adhesive, well mixed per manufacturer recommendations. Grouting of control joints can be executed either with cement -based grout or with resin based organic materials. Floors: Contractor shall properly clean all surfaces to be covered and install appropriate underlayment per manufacturers recommendations. Walls: Contractor shall properly clean all surfaces to be covered and install appropriate Initialed by: Owner Contractor UDA Specifications Project Name Page 21 of 21 underlayment per manufacturers recommendations. Hearth/Mantel: Install fire-resistant slate hearth, a minimum of 18" from fireplace and 6" each side of opening. Stone can be installed flush with the ground or built up on platform. Check local building codes for specific requirements. Floor Finishes: Contractor shall properly clean all surfaces to be covered and install appropriate underlayment or preparation per manufacturers recommendations. See above for tile and stone floor specifications. 06550 - Wood Flooring: Install a single layer of 15 lb felt vapor barrier between sub -floor decking and hardwood floors. When installing hardwoods over a concrete slab install a layer of 3/4" plywood as underlayment over 6 mil polyethylene. Along walls and permanent objects, install a 1" quarter round molding to conceal expansion area. 09650 - Vinyl Flooring: Install appropriate underlayment for all surfaces as described below or required by manufacturer. Properly clean and fill all surfaces leaving installation area smooth and free of foreign material. Cracks and expansion joints should be smooth and level. Wood sub -floors must be solid, free from movement and have a minimum of 18" of well ventilated air space below the structure. Follow pattern arrows on back of vinyl flooring for the direction of installation. 09685 - Carpet: Inspect all sub -flooring to insure a clean, dry and secure surface before installation. If filling compound is needed for floor leveling, a latex based sub -floor filler will be used. Padding: Cushion padding shall be 1/2" thick, residential grade installed in the longest possible lengths. Cushion seams shall not be located directly under carpet seams, and when possible shall be oriented at right angles to carpet seams. All padding shall be smooth, flat and secure with seams tightly butted and taped. Installation: Carpet shall be installed to produce a tight, smooth, secure and uniform surface as indicated per construction documents and finish schedules. In areas where more than one width of carpet is required, precut the carpet to the proper length allowing for flash up at walls and through doorways. Position first two pieces of carpet, and cut seams by row cutting and trace cutting for the second piece in a manner that will produce a tight, uniform seam requiring a minimum amount of adjusting with a knee kicker. Seams: Carpet seams shall be secured by a non -releasable backed low profile hot melt seaming tape per carpet manufacturers recommendations. Initialed by: Owner Contractor UDA Specifications Project Name Page 22 of 22 09900 - Paints and Coating: Prepare each surface to receive scheduled work as set forth below. If mildew is evident, the mildew must be removed and surface treated to inhibit further mildew growth. Interior Walls: All nail heads shall be set below the surface and finished smooth. Joints should be taped and covered with a suitable drywall joint compound. Sand the spackled nail heads and joint compound smooth and dust well before priming. Interior walls shall receive a primer coat and two coats of flat or semi -gloss paint. Interior Wood: Wood surfaces shall be sanded smooth before finish is applied. Putty areas with a wood based filler where nails or other defects appear in the surface. Paint: Prime wood surfaces including faces, edges and ends before installation. After installation, apply at least one coat of wood primer and two coats of finish paint. Exterior Wood: Pre -prime the backside, edges and ends of lumber and siding prior to construction. When staining, pre -prime with the same product as specified for the final coal. Sand and putty wood surface smooth before finish is applied. Paint: Prime wood surfaces including faces, edges and ends before installation. After installation, apply at least one coat of wood primer and two coats of finish paint. Masonry, Concrete or Stucco: Allow masonry, concrete and stucco to age at least one month before cleaning or applying a finish. Remove dirt, grease, loose particles, etc. Where efflorescence has occurred, wash with a 10% muriatic solution, rinse thoroughly with clean water and allow to thoroughly dry at least one week before painting or sealing. 09950- Wall Finishes: Walls shall be clean and free of defects such as cracks or unfinished joints prior to installation of wall finishes. If mildew is evident, mildew must be removed and surface properly treated to inhibit further mildew growth. 09950 — Wallpaper and Wall coverings: Install wall coverings in areas as indicated on Finish Schedule. Install appropriate primer on all surfaces before installation. Butt joint all seams without overlapping. Wrap wall coverings 6" around inside and outside comers to avoid bridging or spanning. Use appropriate vinyl adhesive or paste as suggested by manufacturer. After installation, remove all excess paste from wall covering surface with a damp sponge. If applying a textured sub -paper that will be painted, seam gaps should be filled with a caulking compound prior to finishing. Initialed by: Owner Contractor UDA Specifications Project Name Page 23 of 23 DIVISION 10. SPECIALTIES General - Contractor shall review construction documents and provide labor and materials pertaining to the specialties as required in said documents and as specified herein, while complying with all applicable building codes. 10800 - Bathroom Accessories - Contractor shall install toilet paper rolls, 18" towel bars and soap dispensers in all 112 baths. In full baths, add an additional 24" towel bar. Install toilet paper rolls 15" Above Finished Floor (AFF). 10820 - Tub and Shower Doors - Shower doors shall be constructed of tempered safety glass with all exposed edges polished and rounded. Swinging doors shall have vinyl seal at both the latch jamb and hinge jamb side of door. 10916 - Closet Specialties - Install shelving as indicated on construction documents for all closets, storage areas and pantries. DIVISION 11. EQUIPMENT General - Contractor shall review construction documents and provide labor and materials pertaining to the equipment as required in said documents and as specified herein, while complying with all applicable building codes. 11452 - Appliances - Install electrical or gas appliances as shown on construction documents, including all venting and supply requirements per manufacturers recommendations. See electrical specifications for wiring information. Appliance Schedule Ufsctur r' 0 Range - Range 2 Oven 3 Cook top 4 ; Vent Hood 5 Microwave 6 Dishwasher 7 Disposal Initialed by: Owner Contractor UDA Specifications Project Name Page 24 of 24 8 Refrigerator 9 Washer 10 ' Dryer i1 Ice Maker 12 Trash Compactor 13 Outdoor Range 14 ; Convection Oven 15 16 17 18 11455 — Interior Cabinetry - Install pre -fabricated cabinetry as specified in construction documents. Dimensions of base cabinets shall be: 24"deep x 36"high. Dimensions of overhead cabinets shall be: 12"deep x 42"high. Provide concealed or decorative hinges and cabinet hardware as specified in finish schedules. Counter -Tops: Kitchen Stone granite counter tops shall be provided and installed per construction documents and finish schedules. Counter surfaces shall be glued onto 3/4" plywood or appropriate substrate as recommended by manufacturer. Edges shall be installed per construction documents and finish schedules. Provide minimum 4" backsplash between counter and wall. See tile section for further specifications pertaining to ceramic or stone counter -tops. 11458 — Attic Access Stairs - Install a wood or metal 30"wide as shown on construction documents. Trim opening with appropriate window casing to match interior trim. Confirm size of opening meets local building codes for attic access. Provide appropriate pull string or chain for access. DIVISION 15. MECHANICAL General - Contractor shall review construction documents and provide labor and materials pertaining to the mechanical systems as required in said documents and as specified herein, while complying with all applicable building codes. Initialed by: Owner Contractor UDA Specifications Project Name Page 25 of 25 15100 - Plumbing - Plumbing shall be a fully operational system of hot and cold water. Provide and install all piping, soil, vents, drains, sewage removal and water supply systems to connect with appropriate water and sewage systems. Provide and install appropriate insulation around piping. All permits and inspections are to be obtained by contractor as required by local building codes and the Uniform Plumbing Code. Sewer and Waste Piping - Drainage system shall be Schedule 40 PVC pipe. All connections shall have PVC cement or appropriate joint compound and assembled tight for no leakage. Condensate drains shall be be constructed of Schedule 40 PVC. Valves shall be Milwaukee Brand or equal. Building sewer shall be approved Schedule 40 PVC pipe. Connection to public sewer system shall comply with all local requirements. Caulk joints or provide neoprene gaskets for all sewer lines. Pitch shall be a minimum 1/8" per foot for soil lines larger than 3" diameter and a minimum of 1/4" per foot for soil lines 3" diameter or less. Insulate all interior drain/waste piping with batt insulation for sound attenuation. Clay pipes may be used for decorative drainage in yards. Water Pipes - From public water line, install Type "K" 1.5" (minimum) copper pipes, located below frost line. From the meter to the building., install 1.5" supply water lines. Use '/2", minimum lines from supply lines to each plumbing fixture as required. At water heaters and hose bibs install a minimum 3/4" pipe. From water heater install 3/4" pipe to each room with branches to fixtures as described above. Fittings shall be wrought copper, soldered with 95-5 solder and suitable flux. Use polished chrome adjustable brass P -traps with wall escutcheons at all exposed locations. Provide shut-off valves at sinks, toilets, water heater and other fixtures as required. Test all pipes under 100 lbs pressure per building code requirements. Waste Drainage - Install sewage clean-out at the end of tach horizontal drainage run and every 100 feet per building code requirements. Vents shall be installed throughout plumbing connections and connected with the vertical stacks and vented through the roof. Check with local building code officials for specific venting requirements. Water Heater - Install one 80 -gallon gas water heater per construction documents. Water heater shall have appropriate safety valves, back flow preventers, pressure relief valves and drain assemblies. Install Type "X" fire -rated gypsum wallboard surrounding gas water heaters. Follow manufacturer recommendations and building code requirements for installation and use. 15440 - Plumbing Fixtures - Provide necessary piping, water and drains for plumbing fixtures as shown on the construction documents and listed herein. Fixtures allowances are listed in Contract Documents. Fixtures and Fittin 1 - Provide and install lumbin fixtures as listed below. "'Flf.1 �41r,�li:l Itill l•�".I � V 1Irhl"dIW I Jr s_`I �t7.,: J1 PP LF : 1 1 l Initialed ivMJ.LJp$�k, #4kt �RII�I�L1I`I"' by: Owner Contractor UDA Specifications Project Name Page 26 of 26 ex: Kitchen Sink double howl. porcelain -6- Kohler 2S324 --• 15500 - Heating, Venting and Air Conditioning - HVAC shall be a fully operational engineered system designed to meet local weather conditions and building requirements. All permits and inspections shall be obtained by contractor as required by applicable building codes. Gas Furnace - HVAC unit(s) shall total a high efficiency 125,000 BTU gas furnace. The system will contain air distribution ducts, diffusers and thermostats. Provide necessary venting and fire - rated wall system around furnace. Air-conditioning Unit - HVAC unit shall total a high efficiency unit. The system will contain a concrete pad for the condenser located at the rear of house, power disconnects, condensate drains, air distribution ducts, diffusers and thermostats. Ducts and Diffusers - Layouts for vents and diffusers shall be based per construction documents. Initialed by: Owner Contractor e UDA Specifications Project Name Page 27 of 27 DIVISION 16. ELECTRICAL General - Contractor shall review construction documents and provide labor and materials pertaining to the electrical system as required in construction documents and as specified herein, while complying with all applicable building codes, local utility requirements and building restrictions. 16100 - Electrical - From electrical meter box, install below ground wiring to building. Raceways to be buried shall be PVC #2 Plastic Electrical conduit. Where permitted by code, non-metallic sheathed cable may be used. Type THW or THWN 600 volt insulation conductors shall be used, minimum wire size shall be #12. Aluminum wire shall not be permitted. Wiring shall connect into metal recessed electrical panel, as shown on construction documents. Electrical service shall be rated at 200 amps. Wiring from the outside meter box shall be SE cable. Circuits - Provide and install necessary circuits and breakers for appliances as stated in manufacturer's recommendations per applicable building code requirements. For general illumination, provide a minimum 15 amp circuit for each 500 sf of living area (load 3 watts per sq. ft. Branch circuits shall be wired with No. 12 gauge wire. Install GR circuits with No. 12 gauge wire in all wet areas, baths and exterior outlets. Appliance circuits shall be installed as follows per applicable building code requirements. Range: No. 6 gauge wire Dryer: No. 6 gauge wire Disposal: No.10 gauge wire Dishwasher: No. 12 gauge wire For furnace and air conditioning units, install 10 gauge wire per applicable building code requirements. Switches, Receptacles, etc. - Install beige decora receptacles, switches and cover plates as per construction documents and finish schedules. For exterior receptacles install gray cover plates. When two or more switches or receptacles are located together, gang with one common faceplate. If they cannot be ganged, install with a minimum distance between units. Install all receptacles at 18"on center (OC) above finished floor (AFF), unless otherwise noted. At counters, locate receptacles at 44"on center (OC), above finished floor (AFF). Install switches at 48"on center (OC) above finished floor (AFF). Locate light switch cover plates 6" from frame of door or corner of wall. Switches shall be: Toggle and dimmer, Panel boards - Panel boards shall be Square "D", G.F. or ITE. Provide typewritten directory of circuits mounted in box. 16500 - Light Fixtures - Provide necessary circuits and wiring for light fixtures as listed below. All lighting shall be switched as noted on construction documents. For exact locations of fixtures, see construction documents and finish schedules. Fixture allowances are listed in Contract Documents. Special Items - Provide necessary receptacle requirements and wiring for additional items as listed below. Locate as shown on construction documents. Initialed by: Owner Contractor ♦' • • r UDA Specifications Project Name Page 28 of 28 Fixtures - Provide and install electrical fixtures as Iisted below. nl 1� R tr r ai,1-17717-7,. ILI I k l'21"11 17," IC''.I 'I •8�_�'y� -• ,�. f I^�W n^ �I. i � •irl ISIb 9 4 w. rum sclr'i I JN i d"i�j.lwll' Ie a �.4w� lh ! � rd ! ul!I�I»!•� ry r 4 €., �r ::dd h iMl l� ! d l� �wi m� :� iil rtI l Additional Work - Initialed by: Owner _ Contractor To: NodbzieitColceacio- COLLNCII OF GOVIRNMft TS.'; tEV. Russell Gr(tt'c . GkiiworiA aior;',Nd b R1d �. OJ From: Wayne Martin, Inspector, Elevator Inspection Program 970-468-0295 ext 108 or elevator©nwc.cog.co.us Date: 6/5/0.� Project Name: 1� s Cite n C� ❑ Elevator Plan Review Elevator Test and Inspection aiiy2 itt1CJFii if jr. G S', -..1-e co- &/t ii i Permit Number M,UC C; 0 C 03 - 01 Elevator Type 14 VP jC{�rfiCtr n The clans have been reviewed and found to conform to all applicable ANSI 17.1 and UBC codes Location 0 -ms RECEIVED JUN 0 5 2003 GARFIELD COUNTY BUILDING & PLANNtNG The elevator / essalater 1& / dunibwriffEr at the above location was inspected and /5/o3 tested on 0 0 Comments: and a: TEMPORARY Certificate has been issued. FINAL Inspection Certificate has been issued. NO certificate is being issued. 1-11)1k1 105/0t CI/O+? CQc�? C(� �� iltis 1)i) Signature Northwest Colorado Council of Governments • PO Box 2308 • Silverthome • CO • 80498 970-468-0295 • Pax 970468-1208 • www.nwc.cog.co.us INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issu w .ti ned Area Permit No.S... S AGREEMENT In consideration of the issuance of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structure for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building Inspector and IMMEDIATELY BECOME NULL AND VOID. onunr 6st-, titasv.. Contra M I Use This Card Must Be Posted So It is Plainly Visibk From The Street Until Final Inspection. INSPECTION RECORD Footing 9,5 a z t,4 - I Foundation j p 0 r Underground Plumbing yo.if,_dz, r Insulation / -/ 03 ,Qv>t,„ Rough Plumbing l2 - /6...0? p'oy t___ - Drywall -.21. _ Chimney & Vent J ...,114-0 Electric Final (by State Ins crtori 23 A Gas Piping Iz_--1 6 .02_r?i-- Final 5_0 7 _ Electric Rough (By State Inspector) 6 Septic Final c., Framing / --A , p ?j (To include Roof in place and Windows and Doors installed). Notes: ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING - WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE Poe $4,50 109 8th Street County Courthouse Glenwood Springs, Colorado. APP ' OVEDDO NOT DESTROY THIS CARD Da Y IF PLS CED OUTSIDE = COVER WITH CLEAR PLASTIC -LJntitled1 s 1. Two recessed car lights with white bezels. 2. Wiring only (for consumer provided lights) F. Handrail (specify:) 1. Wood. 2. Brushed bras. 3. Brushed stainless steel. G. Controls: 1. Car operating panel: Stainless steel or brass (brushed or polished) panel with automatic controls, emergency stop switch, alarm button and digital floor position indicator. 2. Hall stations (specify:) a. Stainless steel or brass (brushed or polished) plate with position indicator and troubleshooting diagnostics. b. Keyed stainless steel or brass (brushed or polished) plate with position indicator and troubleshooting diagnostics. 3. Uninterruptible power supply (UPS) for lowering and automatic gate operation (if equipped) in the event of a power failure. 4. Automatic homing to (specify) floor with time delay of (specify time). 5. Bi-directional leveling. H. Floor: Unfinished plywood with removable insert for 3/4" thick finished floors. J. Car Gate(s): Car shall be equipped with accordion car gate with (specify color) champagne, chalk, white, light oak, dark oak or walnut finish. (optional: automatic gate operator with light beam safety curtain) K. In Car Telephone 1. Optional recessed telephone box to match car operating panel finish. L. Car Sling: The elevator car shall be supported by the car sling which will be made of structural and formed steel and equipped with guide rollers. M. Electromechanical interlocks for doors provided by others. Provide at each landing opening. N. Safety Devices: The elevator shall have the following: 1. Upper and lower terminal limits. 2. Slack chain safety. 3. Final limits (2 upper, 1 lower). 4. Pit switch and car top stop switch. 5. 208/230 VAC power disconnect box (with auxiliary contacts). 6. 115 VAC power disconnect box for car lighting circuit. http://www.dreamelevator.comldownloadfiles/Levlspecs.1ev.htm 7/26/2002 • r Untitled l f 7. Battery backup emergency light and alarm. 8. Car gate safety switch. PART 5 — EXECUTION 5.1 EXAMINATION All site dimensions shall be taken to ensure that tolerances and clearances have been maintained and meet local regulations. 5.2 Installation Elevator shall be installed in accordance with approved plans, specifications, and manufacturer's installation instructions. This specification indicates equipment required but does not cover details of design or construction. Elevator contractor shall perform all work and supply all material necessary to install the elevator equipment. All designs, clearances, construction, workmanship and material, unless specifically excepted, shall be in accordance with all codes having legal jurisdiction as identified by the building designer. Elevator shall be in compliance with all applicable inspection requirements. Determination of and adherence to these regulations is the responsibility of the elevator contractor. 5.3 Maintenance Elevator must be maintained in accordance with manufacturer's instructions and all applicable codes. 5.4 Warranty Elevator shall carry one (2) year limited warranty. Note: Dimensions and specifications are subject to constant change and continually evolving codes and product applications. For additional technical information, contact Access Industries at (800) 669-9047. http://www.dreamelevator.com/downloadfiles/Lev/specs.lev.htm 7/26/2002