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HomeMy WebLinkAboutApplication.pdfGARFIELD COUNTY BUILDING PERMIT APP LI CATI ON 108 8" Street, Suite 201, Glenwood Springs, CO 81601 Phone: 970-945-8212 / Fax: 970-984-3470 / Inspection Line: 970-384-5003 Permit No: 1001, Parcel/Schedule No: %s4- `5 - —35 ` i (6' 3i AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A FERMI' BASED UPON PLANS. SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PIANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPENCIES, THE RESPONSI BILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST. Garfom.003 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): -- qb`)tik(41tn:P4jurvil esclicxtictmckek--"6:31-temAcie-ya. ap ci coax) I/ t bt, qi 5 c 175‘ .Vegan 15P -t00 -k tl Job Addres.: C: g..- I 1 1 y � A,� / ,,, COLE r �l H N tfS C., -G✓ . L.L.-\ 1"'°' ,c p�,y... 0C•ni i..'t1 /� /_/22r 6 4.9g'- WICJ 1 Lot No: Block No: Subd. / Exemption: `:+114' N CK1 SI ® Owner: e....1-4,44-1_4 E _..-.� � . .,�. Address ,/tee , I -At— 1. .. r� ►s ../„ 2 Ph: 2- Y ® .. Address: 64416.4e0,11— al 4 Architect/Engineer: L.F4 *tiyj-j sL4l TH 4S- c la. Address: jv,j?j?.cxtSS a r. . -a/ Lic. No. u ® Sq. Ft. of Building: �/ 7Z Sq. Frt,. os`t: A/r E No. of Floors:: ® Use of Building: _-i Mart Fye { 41 LY e Describe Work: B Class of Work: .. New 0 Alteration o Remove ❑ Addition ❑ Move 9 10 Garage: �.,�-J��� �, ❑ Singlei�'�..t., X !'OS _ PT, Double Carport: ❑ Single ❑ Double o Driveway Permit 7 On -Site Sewage Disposal i firli ® Mn 12 i S•ecial Conditions: /7y. t rep-L`C ' 1O Soji�, �U. t4t-i''me •4ee4 Ft) S 9 .1141!v 4 mi Cka.y . °. ► • PoliY°'" p To .;w , O > • l . e m .�.-la 7,..:.4 2 `l 3-• 0 Y!5. u , • rt A 77, A SEPARATE ISSUED THIS AUTHORIZED CONSTRUCTION PERIOD I HEREBY APPLICATION PROVISIONS COMPLETED GRANTING TO LOC OF _4 NOTICE ELECTRICAL PERMIT IS REQUIRED AND MUST BE BY THE STATE OF COLORADO. PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION IS NOT COMMENCED WITHLN 180 DAYS, OR, IF OR WORK IS SUSPENDED OR ABANDONED FOR A OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. CERTIFY THAT I HAVE READ AND EXAMINED THIS AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL OF LAWS GOVERNING THIS TYPE OF WORK WILL BE WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR • .• REGULATING CON«S'PRU ON 0 THE PERFORMANCE ONSTRtCTIO". ('-' Plan ' i eck Fee: / z Permit FeFee��'' /0^2,°-P $� ./('%r��'' Ti t F : ODated '/1 , , • le Y '. 4-t0 .- Irp,} issu d: I L . 7 ) WSW OCC Group: C -- Const. Type: Zoning: + n ,y U` !-� Setbacks: Manu: Home: . ISD I9o. & Fee: gala -:3 '. sO'�9 DATEcaof BUG DE•'. PLNG. DE APPROVAL/DATE APPROVAL DATE 3i AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A FERMI' BASED UPON PLANS. SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PIANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS. OMISSIONS OR DISCREPENCIES, THE RESPONSI BILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST. Garfom.003 I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): -- qb`)tik(41tn:P4jurvil esclicxtictmckek--"6:31-temAcie-ya. ap ci coax) I/ t bt, qi 5 c 175‘ .Vegan 15P -t00 -k tl 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. All bathrooms must be complete, 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 IBC and IRC 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 final inspection made; 8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, anchor State Agencies where applicable. 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. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a Certificate of Occupancy for the dwelling under building penult # (CM� Signature BpcontOct2004 afi,7/,O6, Date 7Y3 K)c_k 1)7 CL))00C2 K160 cik 57/3-575 VALUATION/FEE DETERMINATION Applicant bVe-CleI /.9vt Subdivision PFL i FFer'✓c SX • Address cr? 117 Cden wawa,"z,wb. Lot/Block 17/ Date 7 -2S -OG Contractor Finished (Livable Area): 5:272, X? Vet= 3 q 7/ 3 °'O Main /!a Upper /3 e,natr/t5, Other Total Square Feet Valuation Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage:112- X l 8a° /4./ 25G Valuation Crawl Space: Valuation Decks/Patios: Covered Valuation Open ta°C;10 xi Z° Valuation 00o °it Total Valuation 7' hi 3 4 ?b9 9-- GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS For SINGLE FAMILY DWELLING CONSTRUCTION Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required inforniation has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a permit. 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 and original grade. 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. Engineered foundations may be required. 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, a 90 M.P.H. wind speed, wind exposure B or C, 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 2003 IRC. 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 with slopes of 30% or greater must be shown on the site plan. (NOTE Section: 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within th nvelope. Yes Does the site plan also include any other buildings on the property, setback easements and utility easements? Please refer to Section 5.05.03 in the Garfield County Zoning Resolution if the property yo .. e applying for a building permit on is located on a corner lot. Special setbacks do s y. Yes [c1?Does the site plan include when applicable the location of the I.S.D.S. (Individual Sewage Disposal S) and the distances to the property lines, wells (on subject property and adjacent pr erties), streams or water courses? Yes 2 4. Does the site plan indicate the location and direction of the County or private road accessing the property? Yes ?'1 5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the IRC or per stamped engineered design Yes 6. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the earances required between wood and earth? Yes 7. Do the plans in ate the size and location of ventilation openings for the attic, roof joist spaces and ts? 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 9. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes x 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 building section drawing or other detail include the method of positive connection of all columns and beams? Yes 5( 12. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Building height measurement usually not to exceed 25 feet) Yes x 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 X No 3 14. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IRC? Yes No 15. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the IRC? Yes X No 16. Does the plan include a window schedule or other verification that windows provide natural light and ventilation 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 glazing for these areas? Yes )( No 18. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes X 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? The building permit application will not be accepted without it. Yes )< No 21. Will this be the only residential structure on the parcel? Yes < No If no -Explain: 22. Have two (2) complete sets of construction drawings been submitted with the application? Yes 23. Do you understand that the minimum dimension a home can be on a lot is 20ft.wide and 20ft. long? Yes )( No 4 24. Have you designed or had this plan designed while considering building and other construction code requirements? Yes 5( No 25. Do your plans comply with all zoning rules and regulations in the County related to your properties zone district? Yes x No 26. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Depaitnient? Yes No 27. Do you understand that approval for design and/or construction changes are required prior to the application of these changes? Yes )< No 28. 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 pickup your building permit? Yes j( No 29. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made from 7:30 a.m. to 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes X No 30. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re -inspection fee? Yes X No 31. Are you aware that you are required to call for all inspections required under the IRC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes ' No 32. Are you aware that the Peunit Application must be signed by the Owner or a written authority being given for an Agent and that the party responsible for the project must comply with the IRC? Yes X No 33. Are you aware that prior to submittal of a building permit application you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes �( No 34. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups, unless you as the homeowner are performing the work? The license number of the person performing the work will be required at time of applicable inspection. Yes X No 35. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel_lt Number for the lot you are applying for this permit on prior to submittal of a building permit application? Your attention in this is appreciated. Yes X No 36. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes .x No (please check with the building department about this requirement) 37. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes K I hereby acknowledge that I have read, understand and answered these questions to the be of my ability. -- �)l©, 7,/e 0(e, Signature of Owner Aset Date Phone: (,/s, 44 (days); (pie +737 (evenings) Project Name: "rO LL,iSc - 1^tGSTFn- 4A 4 ''tc l D C1h Project Address: 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 6 PLAN REVIEW CHECKLIST Applicant &&S iesein lw. Building ✓ Engineered Foundation 'y ay Per an ,✓Septic Permit and Setbacks a e/Topography 30% ✓Attach Residential Plan Review List t• -•""1/1n Application Questionnaire Subdivision Plat Notes a Fire Department. Review ✓Valuation Detet mination/Fees ./fed Line Plans/Stamps/Sticker ..------"Attach Conditions ✓ Application Signed ✓Plan Reviewer To Sign Application Parcel/Schedule No. AM -40# Snowload Letter- Manf. Hms. v��Soils Report GENERAL NO 1 LS: Date 7- 2.2•o(,, Planning/Zoning Property Line : etbacks 30ft Strea Setbacks Flood P1. n Buildi g Height Zoni r g Sign -off Rodd Impact Fees A/DRC Approval rade/Topography 40% Planning Issues Subdivision Plat Notes Garfield County Building & Planning Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 O ce:970-945.8212 Fax:970.384.3470 Inspection Line: 970-384-5003 Building Permit No. 10966 Parcel No: Locality: Job Address: Use of Building: 2395-233-00-164 Stainton Exemption, Parcel 4 7438 cr 117, GWS sun room Owner : Contractor: Westerman, Charlie John Smith Notes : See BP -10079, Per owner will finish house before finishing sun room that's why want a separate building permit for sun room. Per Andy: Owner paid $100.00 for adman fees to a issue new building permit for sun room. Clerk: Date: 6/2/2008 Garfield County Building & Planning Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office:970-945.8212 Fax: 970-3843470 Inspection Line: 970-3845003 Building Permit No. 10966 Parcel No: Locality: Job Address: Use of Building: 2395-233-00-164 Stainton Exemption, Parcel 4 7438 cr 117, GWS sun room Owner : Contractor: Westerman, Charlie John Smith Notes : See BP -10079, Per owner: will finish house before finishing sun room that's why want a separate building permit for sun room. Per Andy: Owner paid $100.00 for adman fees to a issue new building permit for sun room. Clerk: Date: 6/2/2008 Special Instructions For Wa Invoice Dollar Amount 3 g 69 Brief Description (64 Characters or Less) 1 Pra Pa R..• Y_ lam/%, .-t.es--, J//64 7 Total Line Item (64 Characters or Less) C o p Vi 11 p4 �1 Project # (if applicable) Account r Sub Dept o 0 A C- � Vendor Invoice Invoice Date - Number Fund e 4- v V cr s/ c6 116 Q 0 0 ead Approval: N 5 ti scs V .40 0 CN9 40 Special Instructions For Wa Invoice Dollar Amount 0 3 Brief Description (64 Characters or Less) DI: tic/ -4. Prepared By: C. y` � LV/673, Total Line Item (64 Characters or Less) v_ O p ,\il 11 p� ,44 Project # (if applicable) Account may` Sub Dept o 4 a C-' b we Vendor Invoice Number "' i V Invoice Date ead Approval: V C7 C V E C G �A+ E u V R C V G w (Needs to be signed by CountyAdminister if Over $10400) GARFIP WeT ILDING PERMIT APPLICATION 108 8" Street, Suite 201, Glenwood Springs, CO 81601 Phone: 970-945-8212 / Fax: 970-384-3470 / Inspection Line: 970-384-5003 Permit No: cO57G Parcel/Schedule No: r Z3 ' -Cc Job Address:O — 41 1 GoLflACT-" ,� Simi rtedowt ire- &e - l�l8, '3i 1 Lot No: {C�LG�y "i Block No: Subd. / Exemption: —S TA.I (J- FL.1 ia n;t--'tP-i if;tJ t—r4'(" 2 Owner: G -1-{.,p,424_1 E I Address 4iso E�I�g.ieci Wri G. e- tx, N. t -re Ph: 12, G A- .Srei3.7 Wk Ph: i7 :?2;alS7 I( 1.44, :a Contractor/Th. Cont..,.rrr�a•ctor ' I� a-fo Y1. `. Address:. �t-}t - JJ�f, 1J_., 6::%064 I Ph: Lic. No. 4 6 Architect/Engineer: L:F t.J ji..'i(Tj-f �1'--ktTH ,.S x-1cs. Sq. Ft. of Building: tS/ Z• 72 Address: (=;C2, - a _l2 Sq. Ft. o5it, �V Ph: ,.- 7 ,Go72 Lic: No. Zr--_2557 ,I a-cx ter55 4'�./ A - Height:2- I I— 4,/f No. of Floors: ( Use of Building: ht I� y � I L -Y l-+•-+=- C����� ._, .� 7 Describe Work: 8 Class of Work: jik New ❑ Alteration o Remove Addition ❑ Move 9 10 Garage:? ElSingle g � F' gi _, et _,Gx, et Double Carport: ❑ Single LI Double - o Driveway Permit On -Site Sewage Disposal Site Plan 11 Valuation of Work: $ /-/ /'L) Adjusted Valuations: S tG / / 9 3�e1P/`'/"2 (=' 12 A SEPARATE ISSUED THIS AUTHORIZED CONSTRUCTION PERIOD I HEREBY APPLICATION PROVISIONS COMPLETED GRANTING TO VIOLATE LOC OF Special Conditions: CA@ FNMA JJar `I. -BMJ rv.� O , .-. NOTICE ELECTRICAL PERMIT IS REQUIRED AND BY THE STATE OF COLORADO. PERMIT BECOMES NULL AND VOID IF WORK OR IS NOT COMMENCED WITHLN 180 DAYS. OR WORK IS SUSPENDED OR ABANDONED OF 180 DAYS AT ANY TIME AFTER WORK IS CERTIFY THAT I HAVE READ AND EXAMINED AND KNOW THE SAME TO BE TRUE AND OF LAWS GOVERNING THIS TYPE OF WORK WITHIN WHETHER SPECIFIED HEREIN OF A PERMIT DOES NOT PRESUME TO GIVE OR CANCEL THE PROVISIONS OF ANY OTHER • • ' V REGULATING CONS? ION 0 THE ONSTRi CT10�. (' ®n., 4 sep-I-IC . MUST BE CONSTRUCTION OR. IF FOR A COMMENCED. THIS CORRECT. ALL WILL BE OR NOT. THE AUTHORITY STATE OR PERFORMANCE I NO So i^1ce rcheL V`Y2'ep4Aeet . ^ ', Z 3- �� Plan aeck Fee: O '7 Z‘#•2145 Permit Fee: -2-41P---- Tot lig^eie: i .i iti/"Le t / '- ...St Dated Permit Issued: l' % `37 17eiJ OCC Group: _ �ln Const. Type: Zoning: 6 n �j Y` Setbacks: Manu: Home: �D ISDS No. &,Fee: _ go2�3 E/l1 5-d" a—�_ Com, SI ', I•' OF98 ,R 'I �N �/�� DATED. :2/,. G"r"? 1 , BLDG DE". PLNG. DE APPROVAL/DATE APPROVAL/DATE AGREEMENT PERMISSION 15 HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND USE REGULATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED STRUCTURE. THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAT, IER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSI BILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFIC1ALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST. --> ACKNOWLEDGE Garfom.003 Lo/„3/OL, I HEREBY THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL):‘.....—.:2 icoto) tq,b5L-.4a . aDci -Ow-) 'Z_;62, ,5 r /IA( r` 9 �I,UATION/FEE DETERMINATION Applicant 45 le wig Address Finished (Livable Areal:o main go (6 1.272-X l � :SI' q 7� 3 ®— Upper �j9� �nE—merl2-v(p Other F�i ��� Sabdivisioa/ / � /-512,4,,„.6. Lot/Block '7 Contractor Total Square Feet Valuation Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Gana e: -7 % gcla Valuation Valuation Deco Covered Valuation 0 226(90 X I zoci;-14000 o— Valuation Open �l Total Valuation 2 7 3/ , � �9 9-9- ! `i FLJ FR -t rtus 4ifl i o(0.77 47 07, (ocO. (20 4,134, 15230 /2 = Lx. 774 rz 331, 78©.4 16,5$4.ae 98, 27(p. oo 344, 440.4 VALUATION/FEE DETERMINATION Applicant (N&S gagrs,-v1 Address CR /l7 C/enu.vec/,S/ogot Date 7- 2.3 -p Co Subdivision Pica( t-FeX LX' '/ Lot/Block `7 Contractor Finished (Livable Area): Main z/oih ��� Upper 1.272 k 7 3 ?, %J .3 /3aednes 4-1 er /2-64p Other Total Square Feet Valuation. Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: 79,2 X! 8a pi".6G°ra_ Valuation Crawl Space: Valuation Decks/Patios: Covered Open Valuation Valtion I zon'`�a tf�'o Total Valuation /hi 3 4 ?b9 ap ,C NOTES; ,2-.7 ) (-_-)z, / ,,, , , ''';ii RECEIPT DATE ' i -- ' I- ' :;;XJ. , • _N-9:- 136.61 - : RECEIVED FROM -- /IL /> I (- 't '' L ' '' ' ' -',t '-';' ' . r Y'' 1 ADDRESS 7:r., ,_..) ', .., --,, . ; - — 15:•;;; _ 1,/,_ 1 ix I,,,J%., , (1, C e) Li. .:1)(..:\.) $ (-1.:) 2_ FOR , ).--ti ). F 1 _,'N .L.i45a\-/-•• :C1x1Q-1) ACCOUNT How PAID ' AMT. OE ' ACCOUNT'CASH CASH ;.AAIT• '' ir '7 ( 01-110i) ' 7 7 BALANCEMONEYDUE . --- ORDER NOTES 02001 ?mai 81806 RECEIPT DATE (1 I 5/C O 6:- /3 <Ce9Pf9V ,, N 136662 Il RECEIVED FROM ' 11‘, P \ ::, t i ‘) Lifft",/ ( i' i 1 t -t LA to) ADDRESS 1 !' •K I- ) h ) 1— ( K -Le; Ak, ,I\L (k bl 7-3: I (-11 i 2_ '"? C 'i., •,,,, L)'--& ( - „ ; 4_, 1 k ik /i , 1 t FOR d 2( i k (77i -i /1-K i I-Plii FL,,/ 'I V i , i -1 = ACCOUNT , , HOW PAID , AMT.Or ACCOUNT CASH TAM ') /(:12-, CHECK) / (.' BALANCE . ,DIJE — ORDER CASH —Lc/ 7 7-7 //16/bi Lro @2001 =Fm, ®8L806 NOTES ii RECEIPT RECEIVED FROM ADDRESS $ ry DATE / NO 136663 ACCOUNT ' : , HOW PAID ' AMT. OF ;ACCOUNT CASH , „AMT., ' .— 'TAW ' '-rr-') C.) 0 CUECC,.. // BALANCE. r.ADUE r • MONEY r -ORDER r I 02001FELBEC_FLEI. Co 8L806 RECEIPT 41, / RECEIVED FROM\ \L.‘1,-1 I5'04. XV r jos, ADDRESS (-) LI* 7'r cz Ccv( C\1\C\ yk, \I \c.,r1cA -1 3 FoRA CA) ( 1L÷ekt cz-( DATE • I )I; xxx2 6n/ °\.4\d'i' NO. 136664 •:' t.,:',...",'''..-' ACCOUNT; ct". 7-: : ,..f..,‘Y-ji:,.:,'•:.-.110iN. PAIb AMT..O.F. r ACCOUNT; ; 's "ErrE-fEr'ErE: }XON:2.:' 1j.*Ai.ANC.F'..5 DuEs.;..:, ' „,.. 1:::.[klbi§Er„,-,, ..;1;,;ORD011,'F. - J 02001 RECIFC'rel, 81806 January 10, 2008 Garfield County Colorado Atm: Andy Schwaller, Chief Building Official 108 8th Street, Suite 201 Glenwood Springs, CO 81601 Re: Pollack/Westerman Residence County Road 117, Glenwood Springs, CO Andy, As always, it was a pleasure talking with you this morning. This letter is a follow up on our conversation regarding the above project for your files. Based on my periodic construction site visits and my observations, it appeared the construction was carried out in general conformance with the structural contract documents; including the drawings, specifications, supplementary drawings, supplementary instructions and alternates submitted by the contractor and reviewed by myself. If you should have any questions feel free to call me. Respectfully, ‘\\.%\ rth, Architect JAN 1 4 2008 Wh via/ ARCHITECTURE POST OFFICE BOX 2833 CONSULTING GLENWOOD SPRINGS, CO 81602 PLANNING (970) 945-6725 Applican Address Date _ SSR Aomusti VALUATION/FEE DETERMINATION Subdivision PFFP4 LX. Cock `7 ` Contractor �t�' Finished (Livable Area. Main i{0//2 Z 2-5 do „ o k Z car_ -$3 ?/ 3 Upper ,e49.--T-� l Other Total Square Feet Valuation Basement: Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage:1 `/ 2- x 180-ra -56 €9 - Valuation Craw»• Dec ks/Patios: Covered Valuation Open 22(9(70 XI Z2°-'1(-40 Valuation 1/Or_ Total Valuation 7 3 /1 qb9 Valuation 44)3(p7.7491- 331,780.46, 4)7.7491-331,78©.4& 9.3D w IV- /&, 8M• e rff-xs ?sio �i v4,.77 47 07. 37 )523 16 /2 = 27h. 00 N�� �Qlkaa;o� No: 10-11 tel' ( Assessor's Parcel No 2355 -2'S -co -/ez ‘/I4cy322Date 9 91 LP frol 7y' oat 5-- BUILDING PERMIT CARD Job Address Cit )Yl t (2 -au Th/ T 41 5"1-aintzrn eNP% 19.1'la± (p�0 to.cc�. t5Mre.t Piz-) Owner ES1ern'\til ,(,d1Gti )!eAddressai`&1z,Ch&cotton (Do ta1I Phone#(001-5831 Contractor 5csn 51nty%1 Address Phdne!Q546-5)51 Setbacks: Front Rear 61 RH LH Zoning �/ (� INSPECTIONS Soils Test d-024.077De4 s -42r iheimmI/s ok '"' Weatherproofing Footing 3--47-07'7>"Z/�- a. 6 -c>.(7 -87,0v,/,-- Mechanical /ate/-e-zone-tZ-� 4 Foundation 3-; ?0079-1-12 ethil_ - ,d2.. -i% Electrical Rough (State) Grout Electrical Finai (State) Underground Plumbing 7-0-07 AerinaiJ /5=O /Checklist Cor�Rleted' Rough Plumbing - 67 u Certificate Occu•ancy 4 L Framing /^ /0- 1 Date Insulation l -3/-0r12-44- Septic System # y Roofing Date S I Si Cls Drywall _-_c's_DI`5/�1�t Final Gas Piping Other • / y'1 ES /s /r.«v%- 577 -Gam -fn '- -�y// #3 �K — �y ' 40/°7, G�� S 3/electal continue on back) /6.'C/"7-iGs-+i ,�i�- E��iw�Wf/�.ck•..%%l�''g-� leArzi fa -08 poymit ,r� ®sk DAL- I INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR wseecnons INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Q Date IssuedS' SOP Zoned Area Permit No..1001 L 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 Cet Inspector and IMMEDIATELY BECOME NULL AND OID. 74'.3$r Use 5I,„war. k 4 unalS kiopnQ.. ( �-�L,� ���j,�y y��r ��7 eke/me Address or Legal Description /y W�,/� {' L o4 4 f S -aim "Vl'�1/� eke 7- e Plo' Owner Va eS , t inn. n, c ant Contractor 3yn S I �t gai Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. e_�, INSPECTION RECORD Footing 5-_ 51,07 7)„,A Driveway Foundation Underground Plumbing 3.cs Insulation i_3/-og Rough Plumbing 1j-r)L-Dl 0w, Drywall ,a -$'-o% kh Chimney & Vent /.2 _ q.- 07 ti--- Electric Final (by State Inspe - 0 r3 Gas Piping JA(/_o7 y,�Z Final 42.../5-_,:,81S/ Electric Rou h4, (By Stat1�speetor) kic Septic Final Framing -/C-'Lb 1 g-rfaWq t- .. 4 s-rg« (To include Roof in place and Windows:” and Doors installed). r"'L otes• of f/ 97/�CGi x n,4s,-4, 6),,,,,,:. - 6.A0 ci? 1'�-- ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BORE COVERIN- WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections Call 384-5003 108 8th Street Glenwood Springs, Colorado APPROVEDDO NOT DESTROY THIS CARD Date tr5'o% By/• &t n/L IF PLACED OUTSIDE - COVER WITH CLEAR PLASTIC 13, 26co.c.,',,v- .0/1 // '3 0-07 6-77-0 5- 2S- Di • ersaf,A /44 ,4.4e 57144' CAc4 t2ur-b K- inzwl,a,„*74% gyr-1-7-17- 5 31'07Yaite/-e/r407--- c .`jr'(-177 / 2 GT /elaS5 Die mv— 6,,u_07 ror rent/, rainf 2-3-0> Piyeee„.47‘,#_„eer 10- I° rola- a/Out_ E S ok jJ5 /ea-07 ani 4'7 .* vie/ ,mt Straedtk, 47,azz-c;if ak stneg. -97-itasn, st4t, 6,4449_ ',Jae ok 02.05.07 TO: GARFIELD COUNTY BUILDING DEPT. FROM: PFEIFFER DESIGN RE: POLLACK WESTERMAN RESIDENCE THE FOLLOWING CHANGES HAVE BEEN MADE TO PERMIT DRAWINGS DATED 07.31.06 REMOVED: 1. BASEMENT PLAN A. BEDROOM #4 B. BATH #4 2. LOFT PLAN 3. THE STAIRS 4. SITE WALL WEST AT GRID 2A 5. SI1'E WALL NORTH OF KITCHEN REVISED: 1. FOUR FEET ADDED TO LENGTH OF ENTRY. 2. FOUR FEET ADDED TO LENGTH OF LIVING WING PLAN 3. SIXTEEN FEET ADDED TO LENGTH OF GARAGE WING PLAN. - BEDROOM #3, BATH #3 & MECHANICAL ROOM ADDED TO THIS WING. 4. SI 1'E WALL AT ENTRY, BATH #1 & GREEN HOUSE 5. STRUCTURAL SUPPORT FOR LIVING ROOM DECK 6. SITE GRADING PLAN 7. AREA CALCULATIONS A. LIVING DECREASED 836 SQ. FT. B. GARAGE INCREASED 146 SQ. FT. C. DECKS/PATIO DECREASED 477 SQ. FT. ADDITION: 1. EXERCISE ROOM W/ PLUMBING STUB OUT FOR FUTURE BATH. IF I CAN BE OF FURTHER ASSISTANCE, PLEASE CALL ME AT 618.8492 THANK YOU, HN FFr- Jun 21 06 03:OSp Patrick Moore N 8129491290 p•1 INfEI11IV Dear Garfield County Planning and Building Department, Please allow John Pfeiffer sign as our representative for our application for a building permit for our house on County Road 117. If you have any questions, please contact me. Charlie Westerman and Gail Pollack -Westerman 680 N. Lake Shore Drive #1412 Chicago, IL 60611 312-664-5837 Mobile 312-543-5157 Charlie Westerman ?a i 6Ct`r(t v, Gail Pollack -Westerman 1,4- A4 4 680 North Lake Shore Drive "1412, Chicago, Illittois 60611 Chicago (312) 664-5837 • New York (212) 353-1235 - 1052.65' w Ce z 10' SPE YAW SETBACK S OO 12'45" E — 143.05' I h SITE DEVELOPMENT PLAN ( ' r N war 0. p O Page 1 of 1 Matt Provost From: Ron L. Biggers [rbiggers@ci.glenwood-springs.co.us] Sent: Monday, December 15, 2008 1:31 PM To: Matt Provost Subject: Permit #10079, Westerman Matt, The Westerman home located on CR117, Garfield County building permit #10079 is approved by the Glenwood Springs Fire Department for a Certificate of Occupancy. If you have any questions on this matter please contact me. Ron Biggers,Fire Marshal,G.S.F.D. 970-384-6433 Fire Sprinklers Save Lives 12/16/2008 SHORT -FORM SPECIFICATIONS FOR POLLACK/WESTERMAN RESIDENCE County Road 117 Garfield, Colorado Issue Dates June 21, 2006 Copyrighted 2006 Smith Associates Architects SET NUMBER PROJECT MANUAL TABLE OF CONTENTS BIDDING REQUIREMENTS, CONTRACT FORMS, AND CONDITIONS OF THE CONTRACT 00500 - AGREEMENT FORM 00700 - GENERAL CONDITIONS 00800 - SUPPLEMENTARY CONDITIONS DIVISION 1 - GENERAL REQUIREMENTS 01010 - SUMMARY OF WORK 01020 - ALLOWANCES 01100 - PROJECT PROCEDURES 01152 - APPLICATIONS FOR PAYMENT 01153 - CHANGE ORDER PROCEDURE 01300 - SUBMITTALS 01500 - TEMPORARY FACILITIES 01600 - PRODUCTS AND SUBSTITUTIONS 01700 - CONTRACT CLOSEOUT DIVISION 2 - SITEWORK 02010 - SUBSURFACE INVESTIGATION 02110 - SITE CLEARING 02200 - EARTHWORK 02520 - PORTLAND CEMENT CONCRETE PAVING 02600 - GRAVEL SURFACING 02660 - WATER DISTRIBUTION 02670 - WATER WELLS 02715 - FOUNDATION DRAINAGE 02740 - SEPTIC SYS I EMS DIVISION 3 - CONCRETE 03300 - CAST -IN-PLACE CONCRETE 03550 - CONCRETE FLOOR TOPPING DIVISION 4 - MASONRY 04200 - UNIT MASONRY 04400 - EXTERIOR STONEWORK DIVISION 5 - METALS 05120 - STRUCTURAL STEEL 05210 - STEEL JOISTS 05300 - METAL DECKING 05500 - METAL FABRICATIONS 05510 - METAL STAIRS TABLE OF CONTENTS -1 DIVISION 6 - WOOD AND PLASTICS 06100 - ROUGH CARPENTRY 06185 - GLUED -LAMINATED STRUCTURAL UNITS 06200 - FINISH CARPENTRY DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07110 - SHEET MEMBRANE WATERPROOFING 07160 - BITUMINOUS DAMPPROOFING 07200 - INSULATION 07240 - EXTERIOR INSULATION AND FINISH SYSTEMS 07530 - SINGLE -PLY MEMBRANE ROOFING 07600 - FLASHING AND SHEET METAL 07610 - SHEET METAL ROOFING 07900 - JOINT SEALERS DIVISION 8 - DOORS AND WINDOWS 08210 - WOOD DOORS 08305 - ACCESS DOORS 08360 - SECTIONAL OVERHEAD DOORS 08410 - ALUMINUM ENTRANCES AND STOREFRONT 08700 - FINISH HARDWARE DIVISION 9 - FINISHES 09250 - GYPSUM DRYWALL 09265 - GYPSUM SHEATHING SYSTEM 09300 - TILE 09900 - PAINTING DIVISION 10 - SPECIALTIES 10300 - MANUFACTURED FIREPLACES 10800 - TOILET ACCESSORIES DIVISION 11 - EQUIPMENT 11450 - RESIDENTIAL EQUIPMENT DIVISION 12 - FURNISHINGS 12375 - PREFABRICATED CABINETS DIVISION 13 - SPECIAL CONSTRUCTION 13054 - STEAM BATHS AND EQUIPMENT DIVISION 14 - CONVEYING SYSTEMS (NO WORK THIS DIVISION) TABLE OF CONTENTS -2 DIVISION 15 - MECHANICAL END 15400 - PLUMBING 15500 - HEATING, VENTILATING, AND AIR CONDITIONING TABLE OF CONTENTS -3 DOCURIENT-005011ka FORM The Owners intention is to use-A.t:A. Document A101 "Standard Form of Agreement Between Owner r",aspart Mitre Contract Comomentsforthis.Work Acopy othe 1 eferet iced AAA: document is on fife at the offi&.ea of the Architect. Alt persons ii Act blit tg to provide goods or services in connection with the Work are advised to read and understand the A.I.A_ciocumentontto proceeding, END OF DOCUMENT DOCUMENT soma CONDMONS The Owners intention is to use AJ.A. Document A201 "General Conditions of the Contract for Comstructiort,oscattoftheConbactOocwaranisforthisiNork..Aoepof referoncedA1A Document`ts on file at the offices of the Architect Alt -persons irdendingtprovide-goods or services in connection with the Work are advised to read and understand the referenced A.I.A. Documentpriortoproceedkics END OF DOCUMENT DOCUMEt4T0080O—SUPPLEMENT CONDITIONS 1. The "General Conditions of the Contract for Construction", A.I.A. Document A201, Artides1 through 14 -inclusive, is -part of this Co 2. The following supplements modify, delete from, and/or add to the General Conckliona A. All Articles, or portions thereof, which are not specifically modified, deleted, or superseded tom, -teats frtfltt B. The General Conditions also may be supplemented elsewhere in the Contract Documentsby provisio located in, but not necessarily timitectto, # of the Specifications. After subparagwph•8.3 3 Art* 8.3.4 In planning his construction schedule within the agreed Contract Time, it shall beassumedthattine Cordzator haste the amount of adverse weather conditions normatto t ie site- of the -Work for the- seasoner seasons of the year involved. Only those weather delays attributable to other than normal weather conditionswitbsconsideredbythearchitect 8:a5 Whenthe CoritractTimetras been -e* nded, as prodidedunder thisParagraph 8.3, such extension of time shall not be considered as justifying extra compensation to-thetotheContractor for administrativecostsw other surd; reasons - 00500, 00700, 00800-1 Atte enda t subparagraph -9.3A, add: The form of application for payment shall be A.I.A. Document G702, "Application and Cddscale-forPayment", supportectbyrarlinuation sheet orsheeleapprewed lythe Architect. inthe first fire of subpae h tt_'t t 'the "t t"y insert.** wonis: "irracoxrrpary or located, Alt the end of subparagraph tt:t:2,adrt Insurance coverage shalt be not less than the following: A W'Danpensaticar ,Statutory B Contractor's Public Liability: ta>•do-business•k theState- t= Persenatir : S50000042 ; Z. Property damage: $100,0001$300;000 CorrbactnCs fiat 1. Personal injury: $500;0001$1,000,000 2: Property -damage: S ; D. Contractors Builders Risk Insurance in the amount of the projects total amount. Ale sir epoiiciesshalttsa theArc bactandthet a adri+tion t nsureds: Alt insurance policies strati protide cancellationofthepolioyor erchnement shallbeeffecfrve until the tenttr dayr'fol ordingTe rna+Tmg of err rrr:tees of such cancellation to the Architect and to the Owner. END 63F DOCUMENT 00809-2 SECTION 01010 - SUMMARY OF WORK PART 1 - GENERAL 1.01 SUMMARY A. Project identification: Ameen Residence; 42155 Fern Hill Road; Steamboat Springs, Colorado B. Project summary: 1. Abbreviated written summary: Construction of a new single family residence, one story, with loft, partial basement, and attached garage. 2. Construction Type V -N. C. Permits: Apply for, obtain, and pay for permits required to perform the work. Submit copies to Owner. D. Codes: Comply with applicable codes and regulations of authorities having jurisdiction. Submit copies of inspection reports, notices and similar communications to Owner. E. Dimensions: Verify dimensions indicated on drawings with field dimensions before fabrication or ordering of materials. Do not scale drawings. F. Definitions for terms used in the specifications: 1. Provide: Furnish and install, complete with all necessary accessories, ready for intended use. Pay for all related costs. 2. Approved: Acceptance of item submitted for approval: Not a limitation or release for compliance with the Contract Documents or regulatory requirements. Refer to limitations of 'Approved' in General and Supplementary Conditions. I. Intent: Drawings and specifications are intended to provide the basis for proper completion of the work suitable for the intended use of the Owner. Anything not expressly set forth but which is reasonable implied or necessary for proper performance of the project shall be included. J. Writing style: Specifications are written in the imperative mode. Except where specifically intended otherwise, the subject of all imperative statements is the Contractor. For example, 'Provide tile' means, 'Contractor shall provide tile.' PART 2 - PRODUCTS - Not Applicable To This Section PART 3 - EXECUTION - Not Applicable To This Section END OF SECTION 01010-1 SECTION 01020 - ALLOWANCES PART 1 - GENERAL 1.01 SUMMARY A. Cash allowances Cash allowances where called for shall be an allowance for material only to be included in the Contractor's bid price. The labor cost of installation for these items should be included in the bid price as an amount separate from the material cash allowance. B. Contingency allowance A contingency allowance in the amount of $130,000.00 and shall be included in the Contractor's bid price. Use the contingency allowance only as directed for the Owner's purposes, and only by and for approved change orders which designate amounts to be charged to the allowance. C. Coordinate allowances with requirements for related and adjacent work. D. Notify Owner of date when final decision on allowance items is required to avoid delays in the work. E. Furnish certification that quantities of products purchased are the actual quantities needed with reasonable allowance for cutting or installation losses, tolerances, mixing waste and similar margins. F. Submit invoices or delivery slips to indicate actual quantities of materials delivered and costs. PART 2 - PRODUCTS - Not Applicable To This Section PART 3 - EXECUTION 3.01 SCHEDULE A. Lump sum allowances: 1. See individual sections for specific amounts. B. Unit cost allowances: 1. See individual sections for specific amounts. END OF SECTION 01020 -1 SECTION 01100 - PROJECT PROCEDURES PART 1 - GENERAL 1.01 SUMMARY A. Provide coordination of work. 1. Supervisory personnel. 2. Preconstruction conference. 3. Weekly conference calls. 4. Other meetings. B. Submit progress schedule; bar -chart type; updated monthly. C. Prepare submittal schedule; coordinate with progress schedule. D. Submit schedule of values. E. Submit schedule of required tests including payment and responsibility. F. Perform surveys: 1. Laying out the work and verifying locations during construction. G. Submit and post a list of emergency telephone numbers and address for individuals to be contacted in case of emergency. H. Submit payment request procedures. L Clean and protect the work. Protect adjacent neighbors from debris and disruption resulting from demolition/construction. PART 2 - PRODUCTS - Not Applicable To This Section PART 3 - EXECUTION - Not Applicable To This Section END OF SECTION 01100 - 1 SECTION 01152 - APPLICATIONS FOR PAYMENT PART 1 - GENERAL 1.01 DESCRIPTION A. Work included: Comply with procedures described in this Section when applying for progress payment and final payment under the Contract. 1.02 QUALITY ASSURANCE A. Prior to start of construction, secure the Architect's approval of the schedule of values required to be submitted under Paragraph 9.2 of the General Conditions. B. During progress of the Work, modify the schedule of values as approved by the Architect to reflect changes in the Contract Sum due to Change Orders or other modifications of the Contract. C. Base requests for payment on the approved schedule of values. 1.03 SUBMITTALS A. Formal submittal: Unless otherwise directed by the Architect: 1. Make formal submittal of request for payment by filling in the agreed data, by typewriter or neat lettering in ink, on AIA Document G702, "Application and Certificate for Payment," plus continuation sheet or sheets. 2. Sign and notarize the Application and Certificate for Payment. 3. Submit the original of the Application and Certificate for Payment, plus four identical copies of the continuation sheet or sheets, to the Architect. 4. The Architect will compare the formal submittal with the approved informal submittal and, when approved, will sign the Application and Certificate for Payment, will make required copies, and will distribute: a. One copy to Contractor; b. One copy to Owner; and c. Two copies to Architect's file. 5. Lender will, upon approval, disburse directly to the Contractor. END OF SECTION 01152 - 1 SECTION 01153 - CHANGE ORDER PROCEDURE PART 1 - GENERAL 1.01 DESCRIPTION A. Work included: Make such changes in the Work, in the Contract Sum, in the Contract Time of Completion, or any combination thereof, as are described in written Change Orders signed by the Owner and the Architect and issued after execution of the Contract, in accordance with the provisions of this Section. 1.02 QUALITY ASSURANCE A. Include within the Contractor's quality assurance program such measures as are needed to assure familiarity of the Contractor's staff and employees with these procedures for processing Change Order data. 1.03 SUBMITTALS A. Make submittals directly to the Architect at the address shown on the Project Directory in the Project Manual. 1.04 PRODUCT HANDLING A. Maintain a "Register of Architects Supplemental Instructions and Change Orders" at the job site, accurately reflecting current status of all pertinent data. 1.05 PROCESSING CHANGES INITIATED BY THE OWNER A. Should the Owner contemplate making a change in the Work, the Architect will issue "Architects Supplemental Instructions" to the Contractor. 1. Architects Supplemental Instructions will be dated and will be numbered in sequence. 2. The Architects Supplemental Instructions will describe the contemplated change, and will carry one of the following instructions to the Contractor: a. Make the described change in the Work at no change in the Contract Sum and no change in the Contract Time of Completion; b. Promptly advise the Architect as to credit or cost proposed for the described change. This is not an authorization to proceed with the change. B. If the Contractor has been directed by the Architect to make the described change subject to later determination of cost or credit in accordance with Paragraph 12.1 of the General Conditions, the Contractor shall: 1. Take such measures as needed to make the change; 2. Consult with the Architect and reach agreement on the most appropriate method for determining credit or cost for the change. 01153-1 C. If the Contractor has been directed by the Architect to promptly advise him as to credit or cost proposed for the described change, the Contractor shall: 1. Analyze the described change and its impact on cost; 2. Secure the required information and forward it to the Architect for review; 3. Meet with the Architect as required to explain costs and, when appropriate, determine other acceptable ways to achieve the desired objective; 4. Alert pertinent personnel and subcontractors as to the impending change and, to the maximum extent possible, avoid such work as would increase the Owner's cost for making the change, advising the Architect in writing when such avoidance no longer is practicable. 1.06 PROCESSING CHANGES INITIATED BY THE CONTRACTOR A. Should the Contractor discover a concealed condition as described in Paragraph 12.2 of the General Conditions, or other cause for suggesting a change in the Work, a change in the Contract Sum, he shall notify the Architect as required by pertinent provisions of the Contract Documents. B. Upon agreement by the Architect that there is reasonable cause to consider the Contractor's proposed Supplemental Instructions in accordance with the provisions described in Article 1.05 above. 1.07 PROCESSING ARCHITECTS SUPPLEMENTAL INSTRUCTIONS A. Make written reply to the Architect in response to each Architects Supplemental Instructions. 1. State proposed change in the Contract Sum, if any. 2. Clearly describe other changes in the Work required by the proposed change, or desirable therewith, if any. 3. Include full backup data such as subcontractor's letter of proposal or similar information. 4. Submit this response in single copy. When cost or credit for the change has been agreed upon by the Owner and the Contractor, or the Owner has directed that cost or credit be determined in accordance with provisions of Paragraph 12.1 of the General Conditions, the Architect will issue a "Change Order" to the Contractor. 1.08 PROCESSING CHANGE ORDERS A. .Change Orders will be dated and will be numbered in sequence. B. The Change Order will describe the change or changes, will refer to the Architects Supplemental Instructions involved, and will be signed by the Owner and the Architect. p11?3-2 C. The Architect will issue three copies of each Change Order to the Contractor. 1. The Contractor promptly shall sign all three copies and return two copies to the Architect. 2. The Architect will retain one signed copy to the Owner; and will forward one signed copy to the Lender. END OF SECTION 01153-3 SECTION 01300 - SUBMITTALS PART 1 - GENERAL 1.01 SUMMARY A. Comply with project format for submittals. B. Provide types of submittals listed in individual sections and number of copies required. 1. Shop drawings, reviewed and annotated by the Contractor - sepia and two blueline prints. 2. Product data - 4 copies. 3. Mock-ups as required in individual sections. C. Provide required resubmittals if original submittals are not approved. Provide distribution of approved copies including modifications after submittals have been approved D. Drawings shall be prepared specifically for this project. Shop drawings shall include dimensions and details, including adjacent construction and related work. Note special coordination required. Note any deviations from requirements of the Contract Documents. E. Provide warranties as specified; warranties shall not limit length of time for remedy of damages Owner may have by legal statute. Warranties shall be signed by contractor, supplier or installer responsible for performance of warranty. PART 2 - PRODUCTS - Not Applicable To This Section PART 3 - EXECUTION - Not Applicable To This Section END ,OF. SECTION 01300 - 1 SECTION 01500 - TEMPORARY FACILITIES PART 1 - GENERAL 1.01 SUMMARY A. Provide temporary services and utilities, including utility costs: 1. Lighting andpower. 2. Metering. 3. Telephone and Fax 4. Toilet facilities. 5. Materials storage. B. Provide construction facilities, including utility posts: 1. Construction equipment. 2. Enclosure. 3. Heating. 4. Lighting. C. Provide security and protection requirements: 1. Fire extinguishers. 2. Site barricades and warning signs and protection of existing improvements. 3. Building enclosure and lock-up. 4. Environmental protection. 5. Snow and ice removal. D. Provide personnel support facilities: 1. Sanitary facilities. 2. Drinking water. 3. Cleaning and trash removal. E. Adhere to the site management submitted to the Town of Basalt and approved. PART 2 - PRODUCTS - Not Applicable To This Section PART 3 - EXECUTION - Not Applicable To This Section END OF SECTION 01500 -1 SECTION 01600 - PRODUCTS AND SUBSTITUTIONS PART 1 - GENERAL 1.01 SUMMARY A. Provide products from one manufacturer for each type or kind as applicable. Provide secondary materials as recommended by manufacturers of primary materials, B. Provide products selected or approved equal. Products submitted for substitution shall be submitted with acceptable documentation, and include costs of substitution including related work. C. Conditions for substitution include: 1. An 'or equal' phrase in the specifications. 2. Specified material cannot be coordinated with other work. 3. Specified material is not acceptable to authorities having jurisdiction. 4. Substantial advantage is offered Owner in terms of cost, time, or other valuable consideration. D. Substitutions shall be submitted prior to award of contract, unless otherwise acceptable. Approval of shop drawings, product data, or samples is not a substitution approval unless clearly presented as a substitution at the time of submittal. PART 2 - PRODUCTS - Not Applicable To This -Section PART 3 - EXECUTION - Not Applicable To This Section END OF SECTION 01600 -1 SECTION 01700 - CONTRACT CLOSEOUT PART 1 - GENERAL 1.01 SUMMARY A. The following are prerequisites to substantial completion. Provide the following: 1. Punch list. 2. Supporting documentation. 3. Warranties. 4. Certifications. 5. Occupancy permit. 6. Start-up and testing of building systems. 7. Change over of locks. Provide the following prerequisites to final acceptance: 1. Final payment request with supporting affidavits. 2. Completed punch list. C. Provide the following closeout procedures; 1. Submission of maintenance manuals. 2. Final cleaning and touch-up. 3. Removal of temporary facilities. PART 2 - PRODUCTS - Not Applicable To This -Section PART 3 - EXECUTION - Not Applicable To This Section END OF SECTION 01700 -1 SECTION 02010 - SUBSURFACE INVESTIGATION PART 1 - GENERAL 1.01 DESCRIPTION A. Soils investigation report: 1. A soils investigation report has been prepared for the project by Hepworth-Pawlik Geotechnical, Job number 106-0313, dated June 7, 2006. The contractor shall strictly adhere to the recommendations in the report and any subsequent amendments or supplements of the report. 2. The soils investigation report may be inspected at the office of the Architect, and copies may be obtained at the cost of reproduction and handling upon request addressed to the Architect and accompanied by full payment. 3. The owner will contract separately for any additional site specific soils investigations as required. B. Use of data: 1. The report is available for bidders' information, but is not a warranty of subsurface conditions. 2. Bidders should visit the site and acquaint themselves with existing conditions. 3. Prior to bidding, bidders may make their own subsurface investigations to satisfy themselves as to site and subsurface conditions, but such investigations may be performed only under time schedules and arrangements approved in advance by the Architect. 1.02 QUALITY ASSURANCE A. A soils engineer shall be retained by the Owner to observe performance of work in connection with excavating, sub -excavation, trenching, filling, backfilling, and grading, and to perform compaction tests. Follow all recommendations in the soils report footings, foundations and slabs on grade. B. Notify soils engineer after excavation is completed to inspect and verify exact conditions encountered prior to any further work. C. Readjust work performed that does not meet technical or design requirements, but make no deviation from the Contract Documents withoutspetiific and written approval from the Architect. END OF SECTION 02010 -1 Ga="tech HEPWORTH-PAWLAK GEOTECHNICAL Hepworth-F,awlal: - itmiezht 5320 Counr Road 154 Glenwood loo' Sp n Colorado 81631 Phone: 970-945-7988 Fax: 972-945.5454 email: hpeeneshoeeonech.com SUBSOIL STUDY FOR FOUNDATION DESIGN PROPOSED RESIDENCE PARCEL 4, STA.INTON EXEMPTION COUNTY ROAD 117 (FOUR MILE ROAD) GARFIELD COUNTY, COLORADO JOB NO. 106 0313. JUNE 7, 2006 PREPARED FOR: CHARLIE WESTERMAN 680 N. LAIa SHORE DRIVE, #1412 CHICAGO, ILLINOIS 60611 Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 TABLE OF CONTENTS PURPOSE AND SCOPE OF STUDY PROPOSED CONSTRUCTION - 1 SITE CONDITIONS - 2- FIELD EXPLORATION SUBSURFACE CONDITIONS FOUNDATION BEARING CONDITIONS - 3 - DESIGN RECOMMENDATIONS - 4 - FOUNDATIONS - 4 - FOUNDATION AND RETAINING WALLS - 5 - FLOOR SLABS - 6 - UNDERDRAIN SYSTEM - 7 - SURFACE DRAINAGE - 7 - LL IITATIONS - 8 - FIGURE 1 - LOCATION OF EXPLORATORY BORINGS FIGURE 2 - LOGS OF EXPLORATORY BORINGS FIGURE 3 - LEGEND AND NOTES FIGURES 4 and 5 - SWELL -CONSOLIDATION TEST RESULTS TABLE 1- SUMMARY OF LABORATORY TEST RESULTS PURPOSE AND SCOPE OF STUDY This report presents the results of a subsoil study for a proposed residence to be located on Parcel 4, Stainton Exemption, County Road 117 (Four Mile Road), Garfield County. Colorado. The project site is shown on Figure 1. The purpose of the study was to develop recommendations for the foundation design. The study was conducted in accordance with our agreement for geotechnical engineering services to Charlie Westerman dated April 6, 2006. A field exploration program consisting of exploratory borings was conducted to obtain information on the subsurface conditions. Samples of the subsoils obtained during the field exploration were tested in the laboratory to determine their classification, compressibility or swell and other engineering characteristics. The results of the field exploration and laboratory testing were analyzed to develop recommendations for foundation types, depths and allowable pressures for the proposed building foundation. This report summarizes the data obtained during this study and presents our conclusions, design recommendations and other geotechnical engineering considerations based on the proposed construction and the subsurface conditions encountered. PROPOSED CONSTRUCTION The proposed residence will be a two story wood frame structure over a partial basement level. Ground floor is proposed to be slab -on -grade. Grading for the structure is assumed to be relatively minor with cut depths between about 3 to 8 feet. We assume relatively light foundation loadings, typical of the proposed type of construction. If building loadings, location or grading plans change significantly from those described above, we should be notified to re-evaluate the recommendations contained in this report. Job No. 106 0313 Czech SITE CONDITIONS The site was vacant at the time of our field exploration. An access driveway had been constructed from Four Mile Road uphill to the east and into the building area. The building area had been cleared of vegetation and the ground surface is relatively flat with a gentle slope down to the east. The building area is located on a north -south trending ridge. There is a natural drainage with a strong slope to the east of the building area. Vegetation consists of pinon and juniper tees, scruboak, grass and weeds. There are outcrops of bedrock on the hillside to the east. FIELD EXPLORATION The field exploration for the project was conducted on May 16, 2006. Two exploratory borings were drilled at the locations shown on Figure 1 to evaluate the subsurface conditions. The borings were advanced with 4 inch diameter continuous flight augers powered by a truck -mounted CME -45B drill rig. The borings were logged by a representative of Hepworth-Pawiak Geotechnical, Inc. Samples of the subsoils were taken with 1'/s inch and 2 inch I.D. spoon samplers. The samplers were driven into the subsoils at various depths with blows from a 140 pound hammer falling 30 inches. This test is similar to the standard penetration test described by ASTM Method D-1586. The penetration resistance values are an indication of the relative density or consistency of the subsoils. Depths at which the samples were taken and the penetration resistance values are shown on the Logs of Exploratory Borings, Figure 2. The samples were returned to our laboratory for review by the project engineer and testing. SUBSURFACE CONDITIONS Graphic logs of the subsurface conditions encountered at the site are shown on Figure 2. The subsoils generally consist of about'/ to 1 foot of topsoil overlying medium stiff to Job No. 106 0313 J very stiff; sandy silty clay. There were scattered basalt gravel and cobbles in the clay soils of Boring 1 increasing with depth. Medium dense to dense, gravel, cobbles and possible boulders in a silty sand matrix was encountered beneath the clay soils at depths of S and 11 feet. Drilling in the dense granular soils with auger equipment was difficult due to the cobbles and boulders and drilling refusal was encountered in Boring 2 in the gravel deposit. Laboratory testing performed on samples obtained from the borings included natural moisture content, density and finer than sand size gradation analyses. Results of swell - consolidation testing performed on relatively undisturbed drive samples of the clay and sand matrix, presented on Figures 4 and 5, generally indicate low to moderate compressibility under conditions of loading and wetting. The sample from Boring 1 at 2 feet showed high compressibility with a relatively light surcharge and a minor expansion potential when wetted. The sample appears to have been disturbed during sampling. The sample from Boring 2 at 5 feet showed a moderate expansion potential when wetted under a constant light surcharge. The laboratory testing is summarized in Table 1. No free water was encountered in the borings at the time of drilling or when checked 17 days later and the subsoils were slightly moist to moist. FOUNDATION BEARING CONDITIONS The clay subsoils encountered in the borings appear to have a variable settlement/heave potential when wetted. Surface runoff, landscape irrigation, and utility leakage are possible sources of water which could cause wetting. The settlement/heave potential of the subgrade should be further evaluated at the time of construction. Shallow expansive clays may need to be subexcavated if encountered at footing grade. Job No. 106 0313 -4 DESIGN RECOMMENDATIONS FOUNDATIONS Considering the subsurface conditions encountered in the exploratory borings and the nature of the proposed construction. we recommend the building be founded with spread footings bearing on the natural subsoils. The design and construction criteria presented below should be observedfor a spread footing foundation system. 1) Footings placed on the undisturbed natural subsoils should be designed for an allowable bearing pressure of 2,000 psf Based on experience, we expect settlement/heave of footings designed and constructed as discussed in this section will be about 1 inch or less. There could be some additional movement if the subsoils become wetted. 2) The footings should have a minimum width of 16 inches for continuous walls and 2 feet for isolated pads. 3) Exterior footings and footings beneath unheated areas should be provided with adequate soil cover above their bearing elevation for frost protection. Placement of foundations at least 36 inches below exterior grade is typically used in this area. 4) Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 feet. Foundation walls acting as retaining structures should also be designed to resist lateral earth pressures as discussed in the "Foundation and Retaining Walls" section of this report. 5) The topsoil and any loose or disturbed soils should be removed and the footing bearing level extended down to the firm natural soils. Expansive clay layers may need to be subexcavated. The exposed soils in footing area should then be moistened and compacted. If water seepage is Job No. 106 0313 Mach -5 - encountered. the footing areas should be dewatered before concrete placement. A representative of the geotechnical engineer should observe all footing excavations prior to concrete placement to evaluate bearing conditions. FOUNDATION AND RETAINING WALLS Foundation walls and retaining structures which are laterally supported and can be expected to undergo only a slight amount of deflection should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of at least 55 pcf for backfill consisting of the on-site soils. Cantilevered retaining structures which are separate from the residence and can be expected to deflect sufficiently to mobilize the full active earth pressure condition should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of at least 45 pcf for backfill consisting of the on-site soils. Backfill should not contain vegetation, topsoil or oversized rock. All foundation and retaining structures should be designed for appropriate hydrostatic and surcharge pressures such as adjacent footings, traffic, construction materials and equipment. The pressures recommended above assume drained conditions behind the walls and a horizontal backfill surface. The buildup of water behind a wall or an upward sloping backfill surface will increase the lateral pressure imposed on a foundation wall or retaining structure. An underdrain should be provided to prevent hydrostatic pressure buildup behind walls. Backfill should be placed in uniform lifts and compacted to at least 90% of the maximum standard Proctor density at a moisture content near optimum. Backfill in pavement and walkway areas should be compacted to at least 95% of the maximum standard Proctor density. Care should be taken not to overcompact the backfill or use large equipment near the wall, since this could cause excessive lateral pressure on the wall. Some settlement of deep foundation wall backfill should be expected, even if the material is placed correctly, and could result in distress to facilities constructed on the backfill. Job No. 106 0313 Gech The lateral resistance of foundation or retaining wall footings will be a combination of the sliding resistance of the footing on the foundation materials and passive earth pressure against the side of the footing. Resistance to sliding at the bottoms of the footings can be calculated based on a coefficient of friction of 0.35. Passive pressure of compacted backfill against the sides of the footings can be calculated using an equivalent fluid unit weight of 300 pcf. The coefficient of friction and passive pressure values recommended above assume ultimate soil strength. Suitable factors of safety should be included in the design to limit the strain which will occur at the ultimate strength, particularly in the case of passive resistance. Fill placed against the sides of the footings to resist lateral loads should be compacted to at least 95% of the maximum standard Proctor density at a moisture content near optimum. FLOOR SLABS The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab - on -grade construction. The clay soils appear to have variable settlement/heave potential which should be further evaluated at the time of construction. Shallow expansive clay layers encountered at slab subgrade may need to be subexcavated. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of free - draining gravel should be placed beneath basement level slabs to facilitate drainage. This material should consist of minus 2 inch aggregate with at least 50% retained on the No. 4 sieve and less than 2% passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95% of maximum standard Proctor density at a moisture content near optimum. Required fill can Job No. 106 0313 consist of the on-site predominantly' granular soils or imported granular fill devoid of vegetation, topsoil and oversized rock. UNDERDRAIN SYSTEM Although free water was not encountered during our exploration, it has been our experience in the area and where clay soils are present that local perched groundwater can develop during times of heavy precipitation or seasonal runoff. Frozen ground during spring runoff can create a perched condition. We recommend below -grade construction, such as retaining walls and basement areas, be protected from wetting and hydrostatic pressure buildup by an underdrain system. The drains should consist of drainpipe placed in the bottom of the wall backfill surrounded above the invert level with free -draining granular material. The drain should be placed at each level of excavation and at least 1 foot below Iowest adjacent finish grade and sloped at a minimum 1% to a suitable gravity outlet. Free -draining granular material used in the underdrain system should contain less than 2% passing the No. 200 sieve, less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. The drain gravel backfill should be at least 11/2 feet deep. SURFACE DRAINAGE The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2} Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95% of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. Job No. 106 0313 Cecatech The around surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 12 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in paved areas. Free -draining wall backfill should be capped with about 2 feet of the on- site soils to reduce surface water infiltration. Roof downspouts and, drains should discharge well beyond the limits of all backfill. Landscaping which requires regular heavy irrigation should be located at least 10 feet from foundation walls. Consideration should be given to use of xeriscape to reduce the potential for wetting of soils below the building caused by irrigation. LIMITATIONS This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory borings drilled at the locations indicated on Figure 1, the proposed type of construction and our experience in the area. Our services do not include determining the presence, prevention or possibility of mold or other biological contaminants (MOBC) developing in the future. If the client is concerned about MOBC, then a professional in this special field of practice should be consulted. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory borings and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered during construction appear different from those described in this report, we should be notified so that re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the Job No. 106 0313 G '6g -tech project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant desictt changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. Respectfully Submitted, HEPWORTH - PAWLAK GEOTECHNICAL, INC. Jordy Z. Adamson, Jr., P Reviewed by: Daniel E. Hardin, P.E. JZA/ksw cc: Pfiffer Designs — Attn: Jolts Pfiffer Smith Associates — Attn: Ken Smith Job No. 106 0313 Gtech / 7180 7200 7190 I 7210 I I i BORING 1 ( I /• • +/ BORING 2 / I I I I III I ( I I I I I I /' 7220 7200 / 7210 / I l l I �I I I I I / I / I ' / l I I I/' // 1 I I , / 1 7220 / 7210 7230 7220 7210_ 7180 I / / BUILDING ENVELOPE _ 7220 7230 APPROXIMATE SCALE 1"=100' 106 0313 G Beech HEPWORTH-PAWLAK GEOTECHNICAL LOCATION OF EXPLORATORY BORINGS Figure 1 BORING 1 ELEV.= 7213.5' BORING 2 ELEV.= 7211' 7215 7215 7210 7205 7200 7195 7/12 WC= 16.8 DD=106 27/12 WC=16.8 -200=61 24/12 WC=4.5 -200=13 47/12 36/12 9/12 25/12 WC=12.8 DD=119 9/12 WC=8.0 DD=110 34/11 7210 7205 7200 • 7195 — 7190 7190 _ Note: Explanation of symbols is shown on Figure 3. m a) u_ 0 fci aa> w 106 0313 &Mi HEPWORTI+PAWLAK GEOTECHNICAL. LOGS OF EXPLORATORY BORINGS Figure 2 LEGEND: TOPSOIL; sandy silty clay, organics, roots, firm, slightly moist, brown. 1 CLAY (CL); silty, sandy, scattered basalt gravels and cobbles in Boring 1 with depth, medium stiff to very stiff, slightly moist to moist, brown, slightly calcareous. 7/12 GRAVEL AND COBBLES (GM); in a silty sand matrix, possible boulders; medium dense to dense, slightly moist, light brown. Relatively undisturbed drive sample; 2 -inch i.D. California liner sample. Drive sample; standard penetration test (SPT), 1 3/8 inch I.D. split spoon sample, ASTM D-1586. Drive sample blow count; indicates that 7 blows of a 140 pound hammer falling 30 inches were required to drive the California or SPT sampler 12 inches. Practical drilling refusal Depth at which boring had caved when measured on June 2, 2006. NOTES: 1. Exploratory borings were drilled on May 16, 2006 with 4 -inch diameter continuous flight power auger. 2. Locations of exploratory borings were staked by others and measured approximately by pacing from features shown on the site plan provided. 3. Elevations of exploratory borings were obtained by interpolation between contours shown on the site plan provided. 4. The exploratory boring locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory boring logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the borings at the time of drilling or when checked 17 days later. Fluctuation in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content (%) DD = Dry Density (pcf) -200 = Percent passing No. 200 sieve 106 0313 Ga. sech HEPWORM-PAWLMK GEOTECHNICAL LEGEND AND NOTES Figure 3 Compression % Compression - Expansion % 0 1 2 3 4 5 6 2 1 0 1 2 Expansion upon wetting Moisture Content = 16.8 percent Dry Density = 106 • pcf Sample of: Sandy Silty Clay From: Boring 1 at 2 Feet 0.1 1.0 10 APPLIED PRESSURE - ksf 100 Moisture Content = 12.8 Dry Density = 119 Sample of: Sandy Silty Clay From: Boring 2 at 5 Feet percent pcf Expansion upon wettir g 0.1 • 1.0 10 APPLIED PRESSURE ksf 100 106 0313 Gvasch HEPWORTH-PAWLAK GEOTECHNICAL SWELL -CONSOLIDATION TEST RESULTS Figure 4 Compression % cn a W N o Moisture Content = 8.0 percent Dry Density = 110 pcf Sample of: Silty Sand with Gravel Matrix From: Boring 2 at 10 Feet • `No movement upon wetting • 0.1 to 10 100 APPLIED PRESSURE - ksf 106 0313 GHtf►ch H EP W ORTI WPAW (AK GEOTECHNICAL SWELL-CONSOLIDATION TEST RESULTS Figure 5 Job No. 106 0313 z N Ln ce Q w U z = w O I— w O w 0 U Cd d -i 0 --I m m Q (¢- J 0- LL 0 CC ELS w Ln SOIL OR BEDROCK TYPE. Sandy Silty Clay Sandy Silty Clay Silty Sandy Gravel_ Sandy Silty Clay Silty Sand with Gravel Matrix UNCONFINED COMPRESSIVE STRENGTH (PSF) ATTERBERG LIMITS PLASTIC INDEX (%) o� o PERCENT - PASSING NO. 200 SIEVE T-+ ' en —4 GRADATION 0 z Q ° GRAVEL (%) NATURAL DRY DENSITY (pcf) o - O\ N 0 e-1 NATURAL MOISTURE CONTENT (%) 00 O - CO 10 - 4.5 00 (V O 06 SAMPLE LOCATION BORING DEPTH (ft) 2 5 1 OT is 0 .--i N SECTION 02110 - SITE CLEARING PART 1 - GENERAL 1.01 SUMMARY A. Clear and grub trees, stumps, vegetation, debris, rubbish, and designated improvements from site. B. Protect trees, landscaping, site improvements, and other items not scheduled for clearing, or that might be damaged by construction activities. C. Strip topsoil and stockpile at approved location on-site. D. Provide temporary erosion and dust control. E. Do not disturb benchmarks or monuments. F. Realign surface drainage around perimeter of site as indicated on the Site Plan. 1.02 QUALITY ASSURANCE A. Comply with governing codes and regulations. Use experienced workmen. PART 2 - PRODUCTS - Not Applicable To This Section. PART 3 - EXECUTION 3.01 CLEARING A. Prevent damage to existing improvements indicated to remain, including improvements on and off site. Protect existing trees and vegetation indicated to remain. Do not stockpile materials and restrict traffic within drip line of trees. Provide and maintain temporary guards to encircle trees or groups of trees; obtain approval before beginning work. B. Repair or replace vegetation which has been damaged or pay damages. Remove heavy growths of grass before stripping. Stockpile satisfactory topsoil without stones, foreign matter and weeds in locations directed. C. Completely remove all improvements including stumps and debris except for those indicated to remain. Remove below grade improvements at least 12" below finish grade and to the extent necessary to not interfere with new construction. Remove abandoned mechanical and electrical work as required. D. Prevent erosion and siltation of streets, catch basins and piping. Control windblown dust. Remove waste materials, unsatisfactory topsoil and construction debris from site and dispose of in a legal manner. END OF SECTION 02110 - 1 SECTION 02200 - EARTHWORK PART 1 - GENERAL 1.01 SUMMARY A. Perform excavation, filling, compacting and grading operations both inside and outside building limitsincluding but not limited to excavation for footings, foundations,sub-surface drainage and radon control systems as required for below - grade improvements and to achieve contours and elevations indicated. Provide trenching and backfill for mechanical and electrical work and utilities. B. Provide subbase materials, drainage fill, structural and common fill materials for slabs, pavements, and improvements. C. Provide suitable fill from offsite if on-site quantities are insufficient or unacceptable, and legally dispose of excess fill offsite. D. Provide rock excavation without blasting unless blasting is specifically authorized. E. Provide rough grading at landscape areas to with -in 4" of finish contours as indicated on the drawings, all other areas to be graded to with -in 2" of finish grades as indicated on the drawings. 1.02 SUBMITTALS A. Submit for approval test reports, list of materials and gradations proposed for use. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2 - PRODUCTS 2.01 MATERIALS A. Subbase material: Gravel or crushed stone graded for intended use as subbase for paving materials specified. B. Drainage fill: Washed gravel or crushed stone, 1/4" to 3/4" size; ASTM C33, Size 67. C. Common fill: Mineral soil substantially free from organic and unsuitable materials, and free from rock or gravel larger than 2" in diameter; 80 percent passing No. 49 sieve and not more than 50 percent passing No. 200 sieve. D. Structural fill: Imported sand and gravel minus 3" road base or material approved by the Soils Engineer, 02200 - 1 PART 3 - EXECUTION 3.01 INSTALLATION Excavation is unclassified and includes excavation to subgrade regardless of materials encountered. Repair excavations beyond elevations and dimensions indicated as follows: 1. At structure: Concrete or compacted structural fill. 2. Elsewhere: Backfill and compact as directed. B. Do not perform work without written authorization from the Owner and Soils Engineer if subgrade material is unsuitable for intended use. C. Maintain stability of excavations; coordinate shoring and bracing as required by authorities having jurisdiction. Prevent surface and subsurface water from accumulating in excavations. Stockpile satisfactory materials for reuse, allow for proper drainage and do not stockpile materials within drip line of trees to remain. D. Compact materials at the optimum moisture content as determined by ASTM D1557 by aeration or wetting to the following percentages of maximum dry density: 1. Structure, Pavement, Walkways: Subgrade and each fill layer to 95% of maximum dry density or as reccommended by the Soils Engineer, to suitable depth. 2. Unpaved Areas: Top 6" of subgrade and each fill layer to 90% maximum dry density. E. Place acceptable materials in layers not more than 8" loose depth for materials compacted by heavy equipment and not more than 4" loose depth for materials compacted by hand equipment to subgrades indicated as follows: 1. Structural Fill: Use under foundations, slabs on grade in layers as indicated, 2. Drainage Fill: Use under designated building slabs, at foundation drainage, carport, and elsewhere as indicated. 3. Common Fill: Use under unpaved areas. 4. Subbase Material: Use under pavement, walks, steps, piping and conduit. F. Grade to within 1/2" above or below required subgrade and within a tolerance of 1/2" in ten feet. G. Protect newly graded areas from traffic and erosion. Recompact and regrade settled, disturbed and damaged areas as necessary to restore quality, appearance, and condition of work, prior to final landscape installation. H. Control erosion and windblown dust. Dispose of waste and unsuitable materials off site in a legal manner. END OF SECTION 02200 - 2 SECTION 02520 - PORTLAND CEMENT CONCRETE PAVING PART 1 - GENERAL 1.01 SUMMARY A. Provide Portland cement concrete paving at following locations and prepared subbase and compacted base. 1. Driveway and parking areas as indicated on drawings. 2. Exterior patios. 1.02 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. PART 2- PRODUCTS 2.01 MATERIALS A. Concrete mix design: 4000 psi compressive strength B. Reinforcing: 6 x 6, W 2.9 x W 2.9 welded flat wire mesh or #4 reinforcing bars at 24" each way. D. Joints: Preformed joint fillers/seaters where noted and hand troweled scared lines where noted. E. Finish: 1. Patios: Scored, colored(integral) concrete. 2. Driveway and parking area: Exposed aggregate. PART 3 - EXECUTION 3.01 INSTALLATION A. Proof roll subbase and check for unstable areas. Report unsatisfactory conditions in writing. Beginning paving work means acceptance of subbase. B. Comply with concrete section for concrete mix, testing placement, joints, tolerances, curing, repairs and protection. END OF SECTION 02520 -1 SECTION 02600 - GRAVEL SURFACING PART 1 - GENERAL 1.01 SUMMARY A. Provide gravel traffic surfacing for following applications and where indicated on drawings. 1. Driveways. 1.02 SUBMITTALS A. Submit for approval product data, test reports. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2 -PRODUCTS 2.01 MATERIALS A. Base layer: 8" thickness of pit run gravel passing through a 4" sieve. B. Finish course: 4" thickness of crushed gravel passing through a 3/4" sieve. PART 3 - EXECUTION 3.01 INSTALLATION A. Remove loose material from compacted subbase. Proof roll and check for -areas requiring additional compaction. Report unsatisfactory con 1itionsin writing. Beginning of work means acceptance of subbase. END OF SECTION 02600-1 SECTION 02660 - WATER DISTRIBUTION PART 1 - GENERAL 1.01 SUMMARY A. Provide an operating underground, exterior water service piping system. Include piping, control valves, and steel and concrete anchorages. See Section 02670.for water well requirements. 1.02 SUBMITTALS A. Submit for approval shop drawings, product data, test reports. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2 - PRODUCTS 2.01 MATERIALS A. Pressure pipe: 1. Type K copper if less than 2-1/2" diameter. B. Control valves: Gate, check and butterfly valves with 150 psi minimum working pressure unless greater working pressure required at site. C. Water meter: Local utility company standard. PART 3 - EXECUTION 3.01 INSTALLATION A. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction. Coordinate with work of other sections. B. Clean and sterilize system. Test for proper operation. Backfill andproteci work -from damage. END OF SECTION 02660-1 SECTION 02670 - WATER WELLS PART 1 - GENERAL 1.01 SUMMARY A. Contractor shall verify the capacity and adequacy of existing water well systems as related to additional load imposed on the system by the work. B. The Contractor shall include in the bid price any additional work required to the existing water well system to accommodate any additional domestic water requirements required by the work. 1.02 SUBMITTALS A. Submit for approval shop drawings, product data, test reports, water quality characteristics of existing common well system. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provideproducts of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2- PRODUCTS PART 3 - EXECUTION 3.01 INSTALLATION A. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in. proper relation with adjacent construction. Coordinate with work of other sections. B. Test for proper operation. Test water for potability and content. Clean and protect work from damage. END OF SECTION 02670-1 SECTION 02715 - FOUNDATION DRAINAGE PART 1 - GENERAL 1.01 SUMMARY A. Provide foundation drainage system at the building perimeter as recommended in the soils report. B. Provide drywells and piping as indicated on drawings or as needed for a complete and proper installation. 1.02 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2- PRODUCTS 2.01 MATERIALS A. Exterior drainage pipe: 4" diameter perforated PVC pipe, conforming to ASTM D 2729 B. Subsurface drainage fabric: Miradrain 6200 as manufactured by Mirafi, Inc. C. Piping and clean -outs: 4" diameter PVC pipe, conforming to ASTM D 2729. PART 3 - EXECUTION 3.01 INSTALLATION A ,Excavate trenches to the lines and grades required for pipe positions, checking trenches by instrument to assure correct grade. B. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction. Coordinate with work of other sections. Provide cleanouts as indicated on drawings or as required for cleaning of entire system. END OF SECTION 02715-1 SECTION 02740 - SEPTIC SYSTEMS PART 1 - GENERAL 1.01 SUMMARY A. Provide design and installation of an operating individual waste disposal system. Include septic tank, distribution box, and drainage field. 1.02 SUBMITTALS A. Submit for approval shop drawings, product data, test reports, and health department approvals. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2- PRODUCTS 2.01 MATERIALS A. Septic tank: Reinforced precast concrete. B. Distribution box: Reinforced precast concrete. C. Drainage field, perforated polyvinyl chloride, ASTM -D 2729. D. Filter material: Graded and washed crushed stone. PART 3 - EXECUTION 3.01 INSTALLATION A. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction. Coordinate with work of other sections. B. Test for proper operation. Clean out system and protect work from damage. END OF SECTION 02740-1 SECTION 03300 - CAST -IN-PLACE CONCRETE WORK PART 1 - GENERAL 1.01 SUMMARY A. Provide cast -in-place concrete for general building construction, including, without limitation: 1. Footings and foundation walls. 2. Interior slabs on grade. 3. Interior slabs on metal decking (bar joists at basement). 4. Exterior slabs on grade 1.02 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Concrete has been designed and shall be constructed in accordance with the latest editions of the Americian Concrete Institute Building Code, ACI 318 and Specifications for Structural Concrete for Buildings, ACI 301. Provide hot or cold weather protection per ACI 305 and 306. Detailing, fabrication and erection of reinforcing steel bars shall comply with the ACI Manual of StandardPratice for Detailing Reinforced Concrete Structures ACI 315. PART 2- PRODUCTS 2.01 MATERIALS A. Reinforcement: 1. Bars: Deformed steel, #4 and smaller ASTM A 615, Grade 40, loft slab reinforcing and #5 and larger ASTM A 615, Grade 60 2. Welded wire fabric: 6x6,W1.9xW1.9, flat sheets only. B. Concrete materials: 1. Cement: Portland cement, ASTM C 150, Type I - Il 2. Aggregate: Normal weight aggregates, ASTM C 33. C. Admixtures, all with less than 0.05% chloride ions: 1. 4% to 6% Air -entraining: Euclid, Sika, L&M or approved equal. D. Miscellaneous materials: 1. Vapor baffler under interior and garage slab on grade: 6 mil polyethylene, lap and tape all seams and penetrations. 2. Hardener: Non-metallic, quartz -silica, interior/ exterior type; Euclid Surfiex or approved equal. 3. Grout: Non-metallic, non -shrink type 03300 - 1 E. Concrete Mixes: 1. 3000 psi for footings and foundation walls. 2. 4000 psi for interior and exterior slabs on grade. PART 3 - EXECUTION 3.0T INS I ALLATION A. Comply with ACI 301, 304, 305, 306, 311, 318, 347, CRSI "Manual of Standard Practice", and ASTM C 94. Do not change mix design without approval. Calcium chloride admixtures are not permitted. B. Chamfer exposed edges/corners to provide straight lines. C. Tolerance: Plus 1/8" in 10' for grade, alignment, and straightness. D. Isolation Joints: Provide #15 felt, bond -break material between slabs and vertical elements such as columns and structural walls. E. Control Joints: Provide sawn joints 1" in depth or as indicated on drawings . F. Wall Finishes: As cast and patched for concealed work; rubbed smooth, filled and cement paste coated for exposed work. G. Slab Finishes: Obtain sample approval before beginning work. 1 Scratch: For surfaces to receive mortar setting beds or cementitious flooring materials. 2. Trowel: Hard, smooth, uniform surface for areas to be exposed as floor finish in garage and mechanical room. 3. Exposed aggregate: Use chemical retarder or tamp aggregate into wet concrete and expose by brushing with water. Use where indicated. 4. Hardener Finish: For exposed interior concrete floors. Follow manufacturer's directions. H. Cure and protect work. Report defective work in writing. I. All concrete shall be mechanically vibrated. J. Adding water to the batch mater for insufficient slump is not permitted. 03300 - 2 K. Concrete protection for reinforcement: Cast against permantently exposed to earth Exposed to earth or weather Not exposed to earth or weather 3" #345 bar 1 1/2" #6418 bar 2" slabs & walls 3/4" beams & cols. 1 1/2" L. Reinforcing lap splices shall be a minimum of 36 bar diameters unless noted otherwise Lap wire fabric reinforcement one full mesh plus 2" at sides and ends and wire together. M. Splices in horizontal beams and walls shall occur at midspan for top bars and over supports for bottom beams. N. Discontinue one-half of horizontal steel across construction/control joints. O. Provide corner bars of equal size and spacing around all corners. P. Provide 245 bars with a minimum of 2'-0" projection beyond the sides of all openings in walls, beams and slabs. Provide 145 x 4'-0" diagonally at all re-entrant corners of slabs. Q. Provide accessories necessary to properly support reinforcing atpositionsshown on drawings. END OF SECTION 03300 - 3 SECTION 03550 - CONCRETE FLOOR TOPPING PART 1 - GENERAL 1.01 SUMMARY A. Provide concrete floor topping where indicated on drawings and/or schedules. 1.02 SUBMITTALS A. Submit for approval product data. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2- PRODUCTS 2.01 MATERIALS A. Concrete mix of 3/8" maximum aggregate, 6 sack mix for 3000# compressive strength, 50/50 mix. B. Coloring: Provide acid etched concrete coloring, final color to be selected by the Architect from manufactures standard colors. PART 3 - EXECUTION 3.01 INSTALLATION A. Prepare surfaces in strict compliance with manufacturer's instructions and recommendations. Remove all oil and grease. B. Prime surfaces and install topping following manufacturer's recommendations. C. Level surfaces to within 1/8" in 10'. D. Moisture cure for 24 hours minimum and protect. END OF SECTION 03550 - 1 SECTION 04200 - UNIT MASONRY PART 1 - GENERAL 1.01 SUMMARY A. Provide unit masonry for walls and partitions: 1. Concrete masonry unit walls. 1.02 SUBMITTALS A. Submit for approval samples, product data, 4" by 4' mock-ups, test reports. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2 - PRODUCTS 2.01 MATERIALS A. Concrete block: Normal weight, ASTM C 145 and C 90 Type 1, Grade N; Size as indicated on drawings. B. Mortar: ASTM C 270, portland cement -lime mortar, Type N above grade; Type M below grade; other types as required by application. Inorganic oxide mortar pigments, color as selected; Davis, Solomon Grind -Chem or approved equal. C. Reinforcing: 1. Ties and reinforcing: Hot -dipped galvanized, ASTM A 153. 2. Horizontal reinforcing: Welded truss type, 9 gage wire with deformed side rods. 5. Masonry to steel ties: 3/16" diameter, 2 piece steel wire ties for lateral restraint, and horizontal and vertical movement. 6. Masonry to wood stud ties: 3/16" diameter vee ties with drip, 12 gage wall slot; Hohmann & Barnard DW -10 or approved equal. 7. Reinforcing bars: Deformed bars, ASTM A 615, Grade 60. D. Miscellaneous Materials: 1. Weep baffle at base of cavity: Clean, rounded gravel. 2. Drainage: Open head joints or rope wicks at 32" on center. 04200-1 PART 3 - EXECUTION 3.T INSTALLATION A. Coordinate as required with other trades to assure proper and adequate provision in the work of those trades for interface with the work of this Section. B. Anchors: 1. Provide anchor bolts, bearing plates, and other devices to be built into concrete and masonry construction. 2. Provide unfinished threaded fasteners for anchor bolts, unless otherwise indicated, C. Install the work of this Section in strict accordance with the original design, the ap- proved Shop Drawings, pertinent requirements of governmental agencies having jurisdiction, pertinent SDI Specifications, and the manufacturer's recommended installation procedures as approved by the Architect, anchoring all components firmly into position for long life under hard use. D. Do not start placement of steel joists until supporting work is in place and secured. 1. Place joists on supporting work, adjust, and align in accurate locations and spacing before permanent fastening. 2. Provide temporary bridging, connections, and anchors to assure lateral stability during construction. 3. Where open web joist lengths are 12 m (40'-0') and longer,provide a center row of bolted bridging to assure lateral stability before slackening of hoisting lines. E. Bridging: 1. Install bridging simultaneously with joist erection, before construction loads are applied. 2. Anchor ends of bridging lines at top and bottom chords where terminating at walla or beams. F. Fastening joists: 1. Field weld joists to supporting steel framework in accordance with SJI Specifica- tions for type of joists used. 2. Coordinate welding sequence and procedure with placing of joists. G. Touch-up painting: 1. After joist installation, paint field bolt heads and nuts, and welded areas, abraded, or rusty surfaces on joists and steel supporting members. 2. Wire brush surfaces and clean with solvent befor painting. 3. Use same type of paint as used for shoppainting. END OF SECTION 05210-3 1. For joist ends bearing on concrete or masonry, provide bedding mortar of portend cement and sand, mixed at a ratio of one part cement to three parts sand, by volume, with enough water for placement and hydration. 2. Provide metallic shrinkage -resistant grout manufactured by one of the following: a. Embeco 153; Master Builders; b. Ferrolith-G; Sonneborn Contech; c. Irontox; Toch Brothers; d. Kemox C; Sika Chemical; e. Vibra-Foil; W. R. Grace. 2.2 FABRICATION A. Fabricate in accordance with pertinent SDI Specifications. B. Provide holes in chord members where shown for securing other work to steel joists; however, deduct area of holes from the area of chord when calculating strength of member. C. Provide extended ends on joists where shown, complying with manufacturer's stan- dards and requirements of applicable SDI Specifications and load tables. D. Ceiling extensions: 1. Provide ceiling extensions in areas having ceilings attached directly to joist bottom chord. 2. Provide either an extended bottom chord element or a separate unit, to suit manufacturer's standards, of sufficient strength to support ceiling construction. 3. Extend ends to within 13 mm (1/2") of finished wall surface unless otherwise indicated. E. Bridging: 1. Provide horizontal or diagonal type bridging for joists and joist girders, complying with SDI Specifications. 2. Provide bridging anchors for ends of bridging lines terminating at walls or beams. F. Provide end anchorages including bearing plates, to secure joists to adjacent construp- tion, complying with SDI Specifications, unless otherwise indicated. G. Provide header units to support tail joists at openings in floor or roof system not framed with steel shapes. H. Shop painting: 1. Remove loose scale, heavy rust, and other foreign materials from fabricated joists and accessories before application of shop paint. 2. Apply one coat of steel prime paint to joists and accessories by spray, dipping, or other method to provide a continuous dry paint film thickness of not less than 0.50 mil. 05210-2 SECTION 04400 - STONEWORK PART 1 GENERAL 1.01 SUMMARY A. Furnish and install stone veneer as shown on drawings and as required for a complete and proper installation. B. Furnish and install random stepping stones at exterior steps and/or patio, as shown on drawings and as needed for a complete and proper installation. 1.02 SUBMITTALS A. Submit for approval samples, product data, and a 4'x4' mock-up prior to beginning any exterior stonework. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2 - PRODUCTS 2.01 MATERIALS A. Stone veneer: Anchored river boulder, drywall pattern, Fred's Brown as provided by Pine Stone Company, Gallegos Masonry Inc., or approved equal.. Submit sample to Architect for approval. B. Stone paving: 1-1/2" thick Colorado buff flagstone. Submit sample to Architect for approval. C. Fireplace hearth; Pine Ridge Sandstone, 4" thickness. PART 3 - EXECUTION 3.01 INSTALLATION A. Install exterior veneer by utilizing standard stainless steel strap anchors and dowels to structural support. Provide mortar joints, color as approved. Seal joints with elastomeric sealant; vent and weep cavities. B. Laying: Stone shall be laid in random pattern as approved by the Architect. 04400 -1 C. Stone shall be laid with not less than one inch of cement mortar between the stone and the backing wall. The bond between the stone and the mortar must be sufficient to withstand a shearing strength of 50 psi after curing for 28 days. D. No stone shall exceed 5 inches in thickness at any point measured from back to face as laid. A stone, when placed in its intended position, shall remain at rest before mortar is applied around and behind. There shall be no outside mechanical support or anchor ties other than the veneer beneath it and the backing wall. In no case shall the overall distance from the backing wall to the exposed face exceed 7 inches. E. Any wires that are used for tying the stone in place during the mortaring shall be cut off beneath the surface and care exercised that all such ends are properly covered to prevent any occurrence of rust. F. Install exterior stone paving in 2" minimum sand setting bed over concrete sub -slab. G. Interior stone flooring and fireplace hearth; Motar bed, thickness as indicated on drawings. H. Tolerances: Plumb, alignment and level of plus or minus 1/8" in 20'. 3.02 CLEANING A. Mortar stains shall be removed as work progresses. B. All waste and surplus masonry materials shall be removed from the job and all stains or dirt from this operation affecting other materials adjacent shall be cleaned satisfactorily. END OF SECTION 04400 - 2 SECTION 05120 - STRUCTURAL STEEL PART 1 - GENERAL 1.01 SUMMARY A. Provide structural steel for building construction including sub -framing units which are part of the general framing system. Include anchors, bases, bearing plates, bracing, lintels when part of structural framing, and detail fittings. B. Provide for any stud anchors, bolts, clip angles etc. for steel anchorage and the anchorage of steel to wood, steel to steel, and for masonry anchorage or support. C. Coordinate all openings and clearances required for other trades with Structural Engineer, General Contractor and Sub -contractors. 1.02 SUBMITTALS A. Submit for approval shop drawings. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Structural steel shall be detailed, fabricated and erected in accordance with the -latest provisions of the AISC Code of Standard Pratice. Use welders meeting the requirements of the AWS Standard Qualification Procedure. Comply with AWS D1.1 Structural Welding Code. PART 2- PRODUCTS 2.01 MATERIALS A. Steel other than pipes and tubes shall be ASTM A36( minimum yield strength 36,000 psi) except for wide flange shapes which shall be ASTM A992 (min. Yield strength 50,000 psi) , pipe columns shall be ASTM A353 -B ( minimum yield strength 35,000 psi), and steel tube columns shall be ASTM A500, grade B ( minimum yield strength 46,000 psi),. B. Connection bolts shall be astm a325, minimum 2 bolts per connection. Where specfic connections are not detailed, fabricator shall design and detail connections as recommended by AISC for loads indicated. C. Anchor bolts: ASTM A449 OR F1554 GRADE 105. D. Non-metallic shrinkage resistant grout; Embeco 153 or equal. E. Welding: AWS D1.1. All welds shall be made with E70XX electrodes. 05120-1 F. Expansion bolts: 'WEJ-IT", "RED -HEAD", "Rawl- Power Stud"or approved equal wedge type, installed in accordance with manufacturers requirements. PART 3 - EXECUTION 3.01 INSTALLATION A. Comply with AISC codes and specifications, and with AWS "Structural Welding Code". B. Prime all steel with approved primer. Paint all exposed bolts, welds and abaded shop paint areas. C. Headed anchor studs (H.D.A.S.) shall be attached to structural steel with equipment approved. by the stud manufacturer according to the stud manufacturers recommendations. END OF SECTION 05120 - 2 SECTION 05210 -STEEL JOISTS PART 1 - GENERAL 1.1 SUMMARY A. Provide steel joists, complete with accessories, where shown on the Drawings, as specified herein, and as needed for a compete and proper installation. 1.2 SUBMITTALS A. Product data: Within 35 calendar days after the Contractor has received the Owner's Notice to Proceed, submit: 1. Materials list of items proposed to be provided under this Section; 2. Manufacturer's specifications and other data needed to prove compliance with the specified requirements; 3. Shop Drawings showing sizes, spacing, and location of joists, connections, bridging, reinforcing, anchoring, cambers, loads, and other pertinent data, and showing welded connections and the length thereof, using AWS standard welding symbols; 4. Manufacturer's recommended installation procedures which, when approved by the Architect, will become the basis for accepting or rejecting actual installation procedures used on the Work. 1.3 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen thoroughly trained and experienced in the necessary crafts and completely familiar with the specified requirements and methods needed for proper performance of the work of this Section. B. In addition to complying with pertinent requirements of governmental agencieshaving jurisdiction, comply with the "Standard Load Tables" andpertinentstandard specifica- tions of the Steel Joist Institute. PART 2 - PRODUCTS 2.1 MATERIALS A. Provide steel joists and accessories system in dimensions and arrangements shown on the Drawings. B. Steel: Comply with pertinent SM Specifications. C. Unfinished threaded fasteners: Comply with ASTM A307, Grade A, regular hexagon type, low carbon steel. D. Steel primer paint: Provide the manufacturer's standard. E. Bedding mortar: 05210-1 PART 3 - EXECUTION 3.1 INSTALLATION A. Prior to start of installation, verify that beams are in proper alignment and that surfaces are clean for welding. B. Place each unit on the supporting steel framework, and adjust to final position prior to permanent welding. Align each unit and fasten into final location in accordance with the manufacturers recommended installation procedures as approved by the Architect. C. Install accessory items in accordance with the manufacturer's recommended installation procedures as approved by the Architect. 3.3 TOUCHUP A. Upon completion of installation, and as a condition of its acceptance, visually inspect each item installed under this Section and locate surfaces where finish was damaged, 1. Touchup galvanized surfaces with zinc -rich primer or other galvanize repair paint approved for the purpose by the Architect. 2. Touchup other damaged surfaces as required to return the surfaces to condition commensurate with the services required. END OF SECTION 05300-2 SECTION 05300 -METAL DECKING PART 1 - GENERAL 1.1 SUMMARY A. Provide metal decking where shown on the Drawings, as specified herein, and as needed for a complete and proper installation. 1.2 SUBMITTALS A. Product data: Within 35 calendar days after the Contractor has received the Owner's Notice to Proceed, submit: 1. Materials list of items proposed to be provided under this Section; 2. Manufacturer's specifications and other data needed toprove compliance with the specified requirements; 3. Shop Drawings showing layout of decking, with details of materials, gages, accessories, openings, finishes, welds, and other pertinent conditions; 4. Manufacturer's recommended installation procedures which, when approved by the Architect, will become the basis for accepting or rejecting actual installation procedures used on the Work. 1.3 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen thoroughly trained and experienced in the necessary crafts and completely familiar with the specified requirements and methods needed for proper performance of the work of this Section. PART 2 - PRODUCTS 2.1 METAL DECK UNITS A. Design the units in accordance with AISC "Specification for Design of Light Gage Cold - Formed Steel Structural Members," with appropriate steel fiber stress limitations and appropriate maximum live load deflection limitations. B. Provide pattern as shown on the Drawings, galvanized in accordance with ASTM A446, grade A, and ASTM A525, designation G60. 2.2 ACCESSORIES A. Provide accessories specifically designed to be used with the metal deck units supplied to the Work, and as normal to the uses shown on the Drawings. B. Provide other materials, not specifically described but required for a complete and proper installation, as selected by the Contractor subject to the approval of the Archi- tect. 05300-1 B. Form work true to line with sharp angles and edges. Weld continuously, grind flush and make smooth on exposed surfaces. C. Install work plumb and level with hairline joints and ground flush welds. D. Lintels: Provide sizes indicated with 8" bearing at each end. E. Railings: Provide sizes, profiles and dimensions indicated. Provide mitered joints at 90 degree turns and smooth sweeps at bends. Provide wall returns, end caps,, brackets, fittings, and toe boards. F. Touch-up damaged coatings with shop primer and galvanize repair paint. G. Paint items scheduled in accordance with painting section. END OF SECTION 05500 - 2 SECTION 05500 - METAL FABRICATIONS PART 1 - GENERAL 1.01 SUMMARY A. Provide miscellaneous metal items fabricated from heavy gage ferrous metals and not provided with structural steel system: 1. Handrails and railings; loading to comply with code. 2. Loose lintels. 3. Counter and equipment supports. 4. Sill angles. 5. Miscellaneous framing and supports. 1.02 SUBMITTALS A. Submit for approval samples for items exposed to view, shop drawings, product data, test reports. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturers instructions. PART 2 - PRODUCTS 2.01 MATERIALS A. Materials: 1. Steel plates, shapes, and bars: ASTM A 36. 2. Steel bar grating: ASTM A 569. 3. Steel pipe: ASTM A 53, schedule 40. 4. Bolts: ASTM A 325. 5. Fasteners: Zinc coated fasteners designed for loading and use. 6. Grout: Non -shrink non-metallic grout, Euco NS by Euclid Chemical Co or approved equal. 7. Concrete inserts: Galvanized ferrous castings. PART 3 - EXECUTION 3.01 INSTALLATION A. Take field measurements prior to preparation of shop drawings and fabrication. Do not delay job; allow for cutting and fitting if field measurement not practical. 05500 -1 SECTION 05510 -METAL STAIRS PART 1 - GENERAL 1.1 SUMMARY A. Provide metal stairs where shown on the Drawings, as specified herein, and as needed for a complete and proper installation. 1.2 SUBMITTALS A. Product data: Within 35 calendar days after the Contractor has received the Owner's Notice to Proceed, submit: 1. Materials list of items proposed to be provided under this Section; 2. Manufacturer's specifications and other data needed to prove compliance with the specified requirements; 3. Shop Drawings in sufficient detail to show fabrication, installation, anchorage, and interface of the work of this Section with the work of adjacent trades; 4. Manufacturer's recommended installation procedures which, when approved by the Architect, will become the basis for accepting orrejecting actual installation procedures used on the Work. 1.3 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen thoroughly trained and experienced in the necessary crafts and completely familiar with the specified requirements and methods needed for prgper performance of the work of this Section. PART 2- PRODUCTS 2.1 MATERIALS A. Provide a complete spiral stair assembly as identified on the attached proposal. 2.2 OTHER MATERIALS A. Provide other materials, not specifically described but required for a complete and proper installation, as selected by the Contractor subject to the approval of the Archi- tect. 2.3 FABRICATION A. Shop prefabricate in as large sections as practicable, and in strict accordance with the approved Shop Drawings and pertinent requirements of governmental agencies having jurisdiction. 05510-1 PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do notpro- ceed until unsatisfactory conditions are corrected. 3.2 INSTALLATION A. Coordinate as required with other trades to assure proper and adequate provision in the work of those trades for interface with the work of this Section. B. Install the work of this Section in strict accordance with the original design, the ap- proved Shop Drawings, pertinent requirements of governmental agencies having jurisdiction, and the manufacturer's recommended installation procedures as approved by the Architect, anchoring all components firmly into position for long life under hard use. C. Pipe railings and handrails: Unless otherwise indicated or approved by the Architect: 1. At hollow walls: a. Provide cast brackets having 50 mm (2") clearance between railing and wall; b. Return handrail ends to within 3 mm (1/8') of wall. c. Secure to wall with approved fasteners. d. Where on stud construction, provide backup plate within the studs and cover- ing not less than three studs. 2. At steel stairs: a. Weld or bolt railings and newels to stringers. b. At top of stairs, continue railings to walls. D. Upon completion of installation, touchup field welds and abraded surfaces, using primer specified for shop use. END OF SECTION 05510-2 JUN -21-2-1d0 , 1S:.145 FRUM: S 1 RIRWRYS NC. 7136802571 Proposal Stairways Inc. 4166 Pinomont Houston TX 77018 Phone: 800-231.0793 Phone2: 713.680-3110 Fax: 866-423.3347 To JOHN PFEIFFER Ph 970 618-4439 Ship To Fax: T0:1970 25 P(2/2 Quote ID; 41715 Prepared by: Mark Anderson Proposal Date: Fri March 2; 2006 Deposit Amt: $0 Estrreight: FreightTerms: FOB Houston, TX Credit Terms: 50% Down Salart.;e Certified JOHN PFEIFFER Diameter: 96 CAB: Hgt 220.0000 CAT: ColumnHeight: 21 833333 Rotation: See Drawing TreadDegreoi 22 5 Degree TroadCount: 2g RiserCount: 30 RiserHgt(In): 7.333 BaiSpace: 4 tiRailLen: 48.8$ Land Shape: 60dg Circular Land Rail3Jone or Landing Rail by Other LRHgc , LRailLen: LRBah 13 IntExt: Interior Part Number Quantity Description Unit Measure Price Amount FIN -804 -FAA MISC-MISCI-FAA MISC•STK•FAA 2 Finish. #4 Brushed 2 Inside Handrail. 1 112- Round Aluminum 1. MISC_ Stack UNIT UNIT UNIT Approximate Lead Time: 4 Weeks Comment; Sub Total 20,524.08 Sales Tax 0.00 Freight: Deposit; 0.00 Total 20,524.08 Accepted by: Date: Total Order Value $20,524.08 We hereby propose to runtish materials fabricated in accordance with standard practices per the spednCafions provided Unless otherwise marinated. the product will be fabricated Without spacial code considerations it Is the buyers responsibility to nobly Us Of building codes or other special requirements. Any alterations or deviations from the specifications stated win be executed only Upon written authorization and will become an extra charge tothe quoted amount Tho approximate lead ume period starts on the date credit terms are Wifilled or drawing are finalized and approved which ever date is later Buyer will be rrotillod when product Is ready for shipment. Any order that remains at our fadllty over 30 deys tram the date notification Is given will be subject to a storage roe ol3V. of the Invoice amount par month ort action Nemo. If shipment IS not made within 30 days of notification, the buyer will be invoiced for the sale even through shipment hes not been made. Any product that dads not leave our facility within 130 days of Shipment motheaten will be snapped and the total invoiced amounts, 'Wilding storage charges. will be due and payable. This proposal IS good for 30 00yS Standard Grata terms are 50% with ardor and balance duo with defively via certified funds. Standard freight terms are FOB our plant unless otherwise indicated FOB plant means the customer Is responsible for the freight nem our facility to the customers location. IF FREIGHT IS INCLUDED IN THE PROPOSAL, THE FREIGHT AMOUNT WILL BE ADDED TO THE PROPOSAL AND WILL APPEAR JUST UNDER THE SUBTOTAL OF THE ORDER IN SOME INSTANCES WE WILL ESTIMATE FREIGHT, BASED ON OUR EXPERIENCE AND CURRENT FREIGHT RATES. AND REFLECT THIS ESTIMATE IN THE UPPER RIGHT HAND CORNER OF THE PROPOSAL AS STATED, THIS IS OUR BEST ESTIMATE AS TO THE FREIGHT COSYTO BE INCURRED BY THE CUSTOMER AND IS NOT INCLUDED IN THE PURCHASE PRICE OF THE PROPOSAL LEAD TIMES ARE APPROXIMATE. IF AN URGENCY EXISTS IN THE DELIVERY OF THE STAIR. PLEASE INFORM OUR SALES DEPARTMENT AND THEY WILL REVIEW THE CURRENT PRODUCTION SCHEDULE TO SEE IF YOUR DELIVERY NEEDS CAN BE MET. SECTION 06100 - ROUGH CARPENTRY PART 1 - GENERAL 1.01 SUMMARY A. Provide rough carpentry work: 1. Wood framing. 2. Sheathing. 3. Structural wood roof decking. 4. Backing panels for utilities. 5. Nailers, blocking, furring, and sleepers. 1.02 SUBMITTALS A. Submit for approval product data. 1.03 QUALITY ASSURANCE A. Comply with the 2001 edition of the "National Design Specifications for Wood Construction" by the National Forest Products Association and the WWPAW. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2- PRODUCTS 2.01 MATERIALS A. Lumber, finished 4 sides, 19% maximum moisture content: 1. Light framing: Construction grade Douglas Fir or Southern Pine, appearance grade where exposed. 2. Structural framing : Plates, studs, joists and rafters: No. 2 grade or better, Douglas Fir. Beams, posts and timbers: No 1 Douglas Fir. 3. Boards: C or better select. B. Wood for nailers, blocking, furring and sleepers: Construction grade, finished 4 sides, 19% maximum moisture content. Pressure preservative treat items in contact with roofing, flashing, waterproofing, masonry, concrete or the ground. Provide blocking for all mounted items. C. "Sill sealer" between sill plates and concrete foundation walls and/or grade beams: 6" wide strip of bituthene as manufactured by W.R.Grace, or approved equal. 06100 -1 D. Plywood Sheathing: Plywood sheathing shall be APA Grade -Trademarked C -D, Exposure 1, unless noted. 1. Roof sheathing (240 plf) shall be 5/8", APA rated sheathing, 40/20. Place with 8'-0" dimension perpendicular to joist, rafter or truss span. End joints shall be staggered. Attach plywood edgeswith 8d nails at 6" O.C. and at intermediate supports with 8d nails at 12" O.C. 2. Wall sheathing (180pIf, 380 plf wind) shall be 1/2", APA rated sheathing, 24/0 with 8'-0" dimension vertical. End joints shall be staggered. Studs shall be 16" O.C. Attach plywood at edges with 10d nails at 4" O.C. and at intermediate supports with 8d nails at 12" O.C. Sheath all exterior walls full height. At all corners, minimum 4'-0" each direction, block plywood edges and nail as noted above. F. Connectors shown on the drawings are manufactured by Simpson Strong -Tie Company, Inc. Connectors by other manufactures shall be deemed as equivalent if their rated capacity is equal to or exceeds that of the connector specified. Follow manufacturer's recommendations for installation of connectors. G. Self drilling fasteners for the attachment to structural steel shall be "Teke"fasteners as manufactured by Buildex. PART 3 - EXECUTION 3.01 INSTALLATION A. Wood framing: Comply with recommendations of NFPA Manual for House Framing, NFPA Recommended Nailing Schedule, and NFPA National Design Specifications for Wood Construction. B. Plywood: Comply with recommendations of APA Design and Construction Guide - Residential and Commercial. C. Provide nailers, blocking and grounds where required. Set work plumb, level and accurately cut. D. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction. Coordinate with other work. E. Comply with manufacturer's requirements for cutting, handling, fastening and working treated materials. F. Install all wall sole plates in a continious bead of sealant. G. Install all plates and ledgers at concrete walls over waterproof membrane. H. Restore damaged components. Protect work from damage. END OF SECTION 06100-2 SECTION 06185 - GLUED -LAMINATED STRUCTURAL UNITS PART 1 - GENERAL 1.01 SUMMARY A. Provide pre-engineered glued -laminated construction for structural framing and the following: 1. Beams, girders, headers, trusses and where indicated on the drawings. 1.02 SUBMITTALS A. Submit for approval shop drawings, product data. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2 - PRODUCTS 2.01 MATERIALS A. Glu - Laminated Beams : Douglas fir, industrical appearance grade where concealed, re -sawn, architectural appearance grade where exposed , AITC 110 standards, 24F - V4. B. Laminated veneer lumber: Micro=Lam LVL, 1 314" thick, 1.9E, as manufactured by Trus Joist. B. Adhesive: Waterproof adhesive, U.S. Product Standard 56. PART 3 - EXECUTION 3.01 INSTALLATION A. Comply with recommendations of ANSI/AITC A190.1 Structural Glued Laminated Timber. B. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections C. Restore damaged components and finishes. Clean and protect work from damage. END OF SECTION 06185 -1 PART 3 - EXECUTION 3.01 INSTALLATION A. Comply with PCA "Recommended Practices for Laying Concrete Block" and BIA Tech Notes 11, 11A, 11B, 11C, 11D, and 11E, and NCMA TEK Bulletins. B. Weather Protection: Cold weather; heat mortar water and sand, enclose walls and provide temporary heat as recommended by BIA Tech Notes 1, 1A, 18, and 1C. 1 -qt weather; use mortar within 1-1/2" hours after mixing for ambient 80 degrees F or above. C. Tolerances: From dimensions and locations in Contract Documents for plumb, level and alignment, plus or minus 1/8 in 20'. D. Bond: Lay exposed block in running bond except at areas of special coursing, patterns and bonding as indicated on Drawings. E. Joints: Maintain uniform 3/8" width; tool head joints flush and tool bed joints raked. Provide full bed, head and collar joints except at weepholes; keep cavity dean at cavity walls. F. Weepholes: Provide fully open head joints at 24" o.c. for brick at 32" o.c. for block above all ledges, fleshings and lintels. Fill cavity 8" high with weep baffle material. G. Coordinate installation of flashings; prepare masonry surfaces smooth and bed flashings in mortar. H. Ties and Horizontal Reinforcing: Comply with codes; space ties not more than 16" o.c. vertically and horizontally. Vertical reinforcing shall be as shown on drawings and shall extend full height of wall in grouted cells, unless noted otherwise. I. Grout lifts shall not exceed 4'-0". J. Remove and replace damaged units. Enlarge holes in mortar and re -point. Prepare joints to receive sealants. Clean brick using bucket and brush method; comply with BIA Tech Note 20. Clean Concrete masonry by dry brushing, comply with NCMA TEK No. 28. END OF SECTION 04200-2 SECTION 06200 - FINISH CARPENTRY AND MILLWORK PART 1 - GENERAL 1.01 SUMMARY A. Provide finish carpentry for exterior items exposed to view: 1. Running and standing trim and moldings. 2. Wood siding and trim. 3. Wood soffits and trim. 4. Decorative elements. B. Provide finish carpentry for interior items exposed to view: 1. Running and standing trim and moldings. 2. Wood shelving and closet accessories. 3. Wood valences. 4. Decorative elements. C. Provide custom millwork with shop finish: 1. Provide a material cash allowance of $6000.00 for: a. Built - in casework and cabinets b. Plastic laminate casework 1.02 SUBMITTALS A. Submit for approval samples, shop drawings, product data, mock-ups of typical trim and moldings. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2 - PRODUCTS 2.01 MATERIALS A. Quality standard for fabrication and products: Architectural Woodwork Institute Quality Standards, Premium grade unless noted otherwise. 06200 -1 B. Exterior finish carpentry: 1. Trim and boards for transparent finish:Match siding or soffits. 2. Siding: Clear All Heart Redwood, flat grain, 1x8 bevel, 5 1/2" t exposure. 3. Exterior soffits for transparent finish: 1x6 , tounge and groove, V - Groove Douglas Fir, B or better. C. Interior finish carpentry and millwork: 1. Trim and boards for opaque finish, general: B or better, Douglas Fir, smooth both sides, sequenced matched veneers for plywood 2. Wood ceilings, general: Same as exterior soffits. 3. Millwork for transparent finish: Clear vertical grain Douglas Fir. D. Shelving and closets ( general ) 1. Service and closet shelving: lx clear fir 2. Closet bars: 1 3/4" diameter telescoping steel with chrome finish. PART 3 -,EXECUTION 3.01 INSTALLATION A. Provide work to sizes, shapes; and profiles indicated. Install work to comply with quality standards referenced. Back prime work and install plumb, level and straight with tight joints; scribe work to fit. B, All finish carpentry to be installed to AWI custom standards tolerances and recommendations. B. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction. Use non -corrosive fasteners for exterior work. Coordinate with work of other sections. C. Comply with manufacturer's requirements for cutting, handling, fastening and working treated matepals. END OF SECTION 06200 - 2 SECTION 07110 - SHEET MEMBRANE WATERPROOFING PART 1 - GENERAL 1.01 SUMMARY A. Provide waterproofing on exterior decks where indicated on drawings. B. Provide waterproofing at exterior surfaces of foundation walls and footings adjacent to habitable spaces (basement walls) 1.02 SUBMITTALS A. Submit for approval product data, warranty. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2- PRODUCTS 2.01 MATERIALS A. Asphalt/polyethylene sheet: Self -adhering rubberized asphalt membrane bonded to polyethylene sheeting; Bituthene by W. R. Grace or approved equal. B. Drainage mat: Miradrain 9000, as manufactured by Mirafi Inc. C. Protection board below grade: 1/8" to 1/2" protection board, compatible with membrane. Omit protection board at areas to receive compatible insulation over waterproofing. PART 3 - EXECUTION 3.01 INSTALLATION A. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction. Coordinate with other work. B. Restore damaged components and test waterproofing. Clean and protect work from damage. END OF SECTION 07110 -1 SECTION 07160 - BITUMINOUS DAMPPROOFING PART 1 - GENERAL 1.01 SUMMARY A. Below grade: Provide bituminous dampproofing at exterior surfaces of foundation walls and footings not adjacent to habitable spaces. Use to prevent moisture penetration to habitable spaces in locations not subject to hydrostatic head. Provide protection board. 1.02 SUBMITTALS A. Submit for approval product data. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2 - PRODUCTS 2.01 MATERIALS A. Asphalt emulsion: Semi-fibrated (ASTM D1227, Type 1, except without asbestos) or non-fibrated (ASTM D1187, Type B), spray or brush applied, vapor -permeable, asphalt emulsion dampproofing containing no asbestos; Karnak 100 non -asbestos, Sonnebom Hydrocide 600 or 700B or approved equal. B. Protection board below grade: 1/8" to 1/2" protection board, compatible with asphalt emulsion. Omit protection board at areas to receive compatible insulation over dampproofing. PART 3 - EXECUTION 3.01 INSTALLATION A. Begin work only after substrate construction andpenetrating work is complete, B. Examine substrate; report unsatisfactory conditions in writing. Beginning work means acceptance of substrate. C. Comply with manufacturer's instructions and recommendations including restrictions on existing and forecasted weather conditions. Trowel dampproofing at least 60 mils thick over surfaces to be dampproofed. Install cant strips, asphalt felt reinforcing strips and other accessories as recommended by dampproofing manufacturer. 07160-1 D. Clean and prepare substrate; prime if recommended by dampproofing manufacturer. Protect adjacent work and surfaces from spillage, migration, and damage. E. Provide protection board on all foundation walls and other surfaces subject to backfilling. END OF SECTION 07160 - 2 SECTION 07200 - INSULATION PART 1 - GENERAL 1.01 SUMMARY A. Provide building insulation of board, blanket, and loose -fill types as applicable: 1. Roofs (exterior), Spray applied rigid insulation. 2. Exterior stud walls, fiberglass batt. 3. Sound board and batts. 4. Rigid board insulation. B. Provide vapor barrier at building perimeter or where indicated on drawings. 1.02 SUBMITTALS A. Submit for approval product data, test reports. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2- PRODUCTS 2.01 MATERIALS A. Batt type insulation:Faced and un -faced as indicated on drawings, as manufactured by Owings Coming, or approved equal. 1. Exterior walls:6" thick, R -19 2. Sound insulation:6" thick, NRC2.3, at 2x6 walls, 3" thick, NRC1.15, elsewhere. B. Board type insulation: Foil faced polyisocyanurate, R-7.1 per inch, by Dow Chemical or Foamular by UC Industries or approved equal. C. Roof : Spray applied as manufactured by NCFI or approved equal, R-7 per Inch, thickness as indicated on the drawings. D. Sound board: 1/2" thick mineral fiber sound attenuation E. Vapor barrier. 6 mil clear polyethylene sheet. 07200-1 PART 3 - EXECUTION 3.01 INSTALLATION A. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction. Coordinate with work of other sections. Provide full thickness in one layer over entire area, tightly fitting around penetrations. B. Install vapor barrier over entire area of inside face of exterior walls and elsewhere as indicated. Seal all seams and around perimeter and penetrations with duct tape to form a continuous vapor barrier free of holes. C. Protect installed insulation and vapor baffler. END OF SECTION 07200 - 2 SECTION 07240 - EXTERIOR INSULATION AND FINISH SYSTEMS PART 1 - GENERAL 1.01 SUMMARY A. Provide exterior insulation and finish system, with colors, patterns, and shapes as indicated. 1.02 SUBMITTALS A. Submit for approval samples, shop drawings, product data, mock-ups, warranty. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2- PRODUCTS 2.01 MATERIALS A. Acrylic polymer topcoat , Dryvit, R -Wall, Sto or approved equal, color to be selected by Architect, over 1" expanded polystyrene, mechanically attached attached. B. Trim and accessories: Vinyl tech accessories by Plastic Components Inc., Miami, Florida, or approved equal. C. Weather barrier/underlayment; Non -woven polyolefin, GreenGuard Ultra, as manufactured by Green Guard or approved equal. PART 3 - EXECUTION 3.01 INSTALLATION A. Inspect substrate and report unsatisfactory conditions in writing; beginning work means acceptance of substrate. B. Comply with system manufacturer's instructions, details and recommendations; admixtures shall not be used. Provide reinforced base and finish coats to provide a uniform appearance. Completely cover all insulation board including edges. Provide soft joints at all changes of substrate and at intervals suggested by manufacturers and at approved locations. Install areas of specialpattems where indicated on drawings. Clean and protect work. END OF SECTION 07240 -1 SECTION 07530 - SINGLE PLY MEMBRANE ROOFING PART 1 - GENERAL 1.1 SUMMARY A. Provide single ply membrane roofing system where shown on the Drawings, as specified herein, and as needed for a complete and proper installation. 1.2 SUBMITTALS A. Product data: Within 35 calendar days after the Contractor has received the Owner's Notice to Proceed, submit: 1. Materials list of items proposed to be provided under this Section; 2. Manufacturer's specifications and other data needed to prove compliance with the specified requirements; 3. Shop Drawings detailing special joint or termination conditions, and conditions of interface with other materials. 4. Manufacturers recommended installation procedures which, when approved by the Architect, will become the basis for accepting or rejecting actual installation procedures used on the Work. 1.3 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen thoroughly trained and experienced in the necessary crafts and completely familiar with the specified requirements and methods needed for proper performance of the work of this Section. 1.4 DELIVERY, STORAGE, AND HANDLING A. Comply with pertinent provisions of Section 01620. B. Storage of materials: 1. Stand goods on a clean floor and keep all items free from foreign matter. 2. Store roofing materials in a dry place, on raised platforms, and cover with water- proof tarpaulins, inside or in closed vans, protected from the sun and the weather. 3. Store adhesives, primer, pourable sealer, and sealants at temperatures between 15.6 degrees C and 26.7 degrees C (60° F and 80° F); if exposed to lower temper- atures, restore to 15.6 degrees C (60° F) prior to use. 1.5 WARRANTY A. Upon completion of the work of this Section, and as a condition of its acceptance, pay the costs for, and secure and deliver to the Architect, the manufacturer's standard ten year warranty/guaranty covering all work of this Section. 1. Prior to bidding, verify that the work of this Section, if completed in accordance with the Drawings and these Specifications, will qualify for and be acceptable to the manufacturer for issue of the stipulated warranty/guaranty. 2. Should the indicated construction not be acceptable for the stipulated war- ranty/guaranty, advise the Architect as to required changes. 07530-1 PART 2- PRODUCTS 2:1 SINGLE -PLY MEMBRANE -ROOFING SYSTEM A. Where indicated on the Drawings, provide "Versigard Fully Adhered Roofing System" manufactured by The Goodyear Tire and Rubber Company, or an equal single ply membrane roofing system approved in advance by the Architect, installed over the specified insulation, with application of a reflective roof coating. B. Provide the system equal to: 1. "Versigard II" membrane, nominal (60 mil) gage ethylene propylene diene terpolymer sheet elastomer, in color to be selected by Architect; 2. Adhesives, primers, sealants, and pourable sealers: a. Splice adhesive: G-100SA, white, for rubber to rubber splicing; b. Primer: G -170P, clear, for preparing Versigard rubber splice area before applying white G-100SA splice adhesive; c. Substrate adhesive. G-200SA, yellow, for bonding rubber to miscellaneous building materials and approved insulations; d. Lap sealant: G-300LS, white, for calking exposed edges of conventional lap and flashing splices made with G-100SA splice adhesive; e. Pourable sealer: G-400PS for filling pitch pockets and sealing other miscella- neous penetrations; f. Water cutoff mastic: G-500CM, for nonexposed compression seals (i.e., drains and termination bars); g. Temp seal: G-600TS, for temporarily sealing membrane during work stop- page; h. Specialty sealant: G-8005, for sealing edges and seams of miscellaneous metal work. C. Reflective coating: Provide "Hysunite" coating G-700HC, white, over all exposed work of this Section. 2.2 INSULATION A. Under all work of this Section, provide rigid insulation in type approved by the manufac- turer of the approved single ply membrane roofing as part of the warranted/guaranteed system, in composition approved by governmental agencies having jurisdiction. B. Where required for anchorage, provide wood nailers of the same thickness as the approved insulation, grade 2 or better, and Wolmanized or otherwise treated as approved by the Architect to resist rot. C. Provide fasteners approved by the manufacturers of the insulation and single ply membrane roofing, and complying with pertinent requirements of governmental agencies having jurisdiction. 2.3 OTHER MATERIALS A. At each pipe or other penetration through the roof surface, provide "Versigard" factory molded rubber pipe seals, with stainless steel clamps, or provide an equal product ap- proved in advance by the Architect. 07530-2 B. Provide other materials, not specifically described but required for a complete.and proper installation, as selected by the Contractor subject to the approval of the Archi- tect. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do notprp- ceed until unsatisfactory conditions are corrected. 3.2 INSTALLATION A. Except under adverse weather conditions, install not less than 1829 sq m (6,000 sq ft) of completed roofing per working day. B. Install the work of this Section in strict accordance with the procedures, and achieve the results as required by the roofing materials manufacturers, as required by pertinent regulations of governmental agencies having jurisdiction, as required by the Specifica- tions, and as agreed to in the pre -roofing meeting. END OF SECTION 07530-3 SECTION 07600 - FLASHING AND SHEET METAL PART 1 - GENERAL 1.01 SUMMARY A. Provide flashing and sheet metal components for building construction. 1. Masonry through -wall flashing and masonry flashing an general. 2. Metal counter -flashing. 3. Metal cap flashing 4. Step flashing 5. Metal chimney cap and spark arrestor 6. Metal scuppers 7. Metal fascia and soffits. 8. Miscellaneous metal flashings as indicated. 6. Miscellaneous sheet metal accessories. 1.02 SUBMITTALS A. Submit for approval samples, shop drawings, product data. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2 - PRODUCTS 2.01 MATERIALS A. Flashing and sheet metal: Steel: 20 gage galvanized steel, G90 galvanizing, ASTM A525. PART 3 - EXECUTION 3.01 INSTALLATION A. Follow recommendations of SMACNA "Sheet Metal Manual". Allow for expansion. Isolate dissimilar materials. B. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and, systems in proper relation with_adjacent construction and with uniform appearance. Coordinate with work of other sections. END OF SECTION 07600-1 SECTION 07610 - SHEET METAL ROOFING PART 1 - GENERAL 1.01 SUMMARY A. Provide sheet metal roofing with seam profile as follows: 1. Standing seam 1.02 SUBMITTALS A. Submit for approval samples, shop drawings, product data. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2 - PRODUCTS 2.01 MATERIALS A. Standing seam:1 %' standing seams at 12" on center, as manufactured by Berridge or approved equal, color to be selected by Architect. B. Accessories: Non -corrosive, compatible with roofing sheet material. Provide underlayments recommended by Berridge. PART 3 - EXECUTION 3.01 INSTALLATION A. Comply with SMACNA Sheet Metal Manual recommendations. Comply with accessory manufacturers' instructions and recommendations. Coordinate installation with roofing system to ensure weathertight performance. B. Anchor securely to structure to withstand inward and outward loads. C. Isolate dissimilar metals to prevent galvanic corrosion. END OF SECTION 07610-1 SECTION 07900 - JOINT SEALERS PART 1 - GENERAL 1.01 SUMMARY A. Provide sealants at intersection of building components and at control and expansion joints. 1.02 SUBMITTALS A. Submit for approval samples, product data. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2- PRODUCTS 2.01 MATERIALS A. Joints designed for expansion and movement conditions at site: 1. Exterior joints on vertical surfaces: One - part silicone sealant DOW CORNING 799 or approved equal. 2. Ceramic tile, toilet fixture joints: Silicone rubber; Tremco Proglaze or Dow 786 or approved equal. 3. Precompressed expanding sealant tape; EmseaI VC -SA or approved equal. 4. Pavement joint filler: Resilient, premolded asphalt impregnated fiberboard. 5. Primers, bond breakers, and backer rods compatible with sealant and adjacent surfaces. PART 3 - EXECUTION 3.01 INSTALLATION A. Examine substrate; report unsatisfactory conditions in writing. Beginning work means acceptance of substrates. B. Provide sealants in colors as selected from manufacturer's standards. 07900 -1 C. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections. Clean and prime joints, and install bond breakers, backer rods and sealant as recommended by manufacturers. D. Depth shall equal width up to 1/2" wide; depth shall equal 1/2 width for joints over 1/2" wide. E. Cure and protect sealants as directed by manufacturers. Replace or restore damaged sealants. Clean adjacent surfaces to remove spillage. END OF SECTION 07900 - 2 SECTION 08210 - WOOD DOORS PART 1 - GENERAL 1.01 SUMMARY A. Provide interior wood doors. B. Provide exterior wood doors. 1.02 SUBMITTALS A. Submit for approval samples, shop drawings, product data, warranty. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2 - PRODUCTS 2.01 MATERIALS A. Solid core flush wood door with AWI PC -5 or PC -7 particleboard core for interior use; AWI premium grade. 1. Face for painted finish: Birch veneer. 2. Jambs for painted finish: Fir, finger joints permitted. B. Solid core flush wood entry doors, solid birch, for exterior use: AWI premium grade. PART 3 - EXECUTION 3.01 INSTALLATION A. Comply with NWMA I.S.-1 and AWI quality standard. Prefit doors to frames. Premachine doors for hardware listed on final schedules. Factory bevel doors. B. Install doors with not more than 1/8" clearance at top and sides, 1/4" at bottom. Comply with NFPA 80 for rated assemblies. C. Shop Finish: Sand and provide first coat of finish system specified in painting section. Wrap and protect. D. Adjust, clean, and protect. END OF SECTION 08210 -1 J. Finish: 1. US 26D, Satin chrome. PART 3 - EXECUTION 3.01 INSTALLATION A. Follow guidelines of DHI "Recommended Locations for Builder's Hardware for Standard Steel Doors and Frames" and hardware manufacturers' instructions. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections. C. Adjust operation, clean and protect. END OF SECTION 08700 - 2 SECTION 08305 - ACCESS DOORS PART 1 - GENERAL 1.01 SUMMARY A. Provide access doors for access to valves, controls, and concealed items requiring maintenance. 1.02 SUBMITTALS A. Submit for approval shop drawings, product data. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2 -PRODUCTS 2.01 MATERIALS A. Framed opening with lid finished to match ceiling. PART 3 - EXECUTION 3.01 INSTALLATION A. Adjust hardware and operation. Repair or replace damaged units. END OF SECTION 08305 -1 SECTION 08360 - SECTIONAL OVERHEAD DOORS PART 1 - GENERAL 1.01 SUMMARY A. Provide insulated sectional overhead doors. B. Provide decorative wood trim and siding as indicated on drawings. 1.02 SUBMITTALS A. Submit for approval shop drawings, product data. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2- PRODUCTS 2.01 MATERIALS A. Units: Series 724, rough sawn, flush wood, insulated doors, weatherstripped at exterior locations; Overhead Door Co., or approved equal. 1. Electric operation with automatic reversing by Automatic Doorman or approved equal. PART 3 - EXECUTION 3.01 INSTALLATION A. Install materials and systems in accordance with manufacturers instructions and approved submittals. Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections. B. Install assemblies complete with all hardware, anchors, inserts, supportsand accessories. Restore damaged finishes and test forproper-operation. Clean and protect work from damage. END OF SECTION 08360 -1 PART 3 - EXECUTION 3.01 INSTALLATION A. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction. Coordinate with work of other sections. Provide full thickness in one layer over entire area, tightly fitting around penetrations. B. Install vapor barrier over entire area of inside face of exterior walls and elsewhere as indicated. Seal all seams and around perimeter and penetrations with duct..tape to form a continuous vapor barrier free of holes. C. Protect installed insulation and vapor baffler. END OF SECTION 07200 - 2 SECTION 08410 -ALUMINUM ENTRANCES AND STOREFRONT PART 1 - GENERAL 1.1 SUMMARY A. Provide aluminum entrances and storefront systems where shown on the Drawings, as specified herein, and as needed for a complete and proper installation. 1.2 SUBMITTALS A. Product data: Within 30 calendar days after the Contractor has received the Owner's Notice to Proceed, submit: 1. Materials list of items proposed to be provided under this Section; 2. Manufacturer's specifications and other data needed to prove compliance with the specified requirements; 3. Shop Drawings in sufficient detail to show fabrication, installation, anchorage, and interface of the work of this Section with the work of adjacent trades; 4. Manufacturer's recommended installation procedures which, when approved by the Architect, will become the basis for accepting or rejecting actual installation procedures used on the Work. C. Samples: Accompanying the Shop Drawings, submit: 1. Sample of each exposed member. 2. Samples of finish, showing complete range of color from darkest to lightest proposed for use on this Work. Samples, when approved by the Architect, will by used to verify that finish actually furnished is within the approved range. 1.3 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen thoroughly trained and experienced in the necessary crafts and completely familiar with the specified requirements and methods needed for proper performance of the work of this Section. PART 2- PRODUCTS 2.1 ALUMINUM ENTRANCES A. Provide aluminum entrances and storefront systems in the dimensions and arrange- ments shown on the Drawings. 1. Entrance doors: Kawneer "190"Narrow Stile, or equal product of another manufac- turer approved in advance by the Architect. 2. Store front systems and framing: Kawneer "VG 450", center plane, thermally broken. 3. Operable windows; Manufacturers standard for system. 4. Finish: Anodized, color to be selected by Architect. 08410-2 2.2 FINISH HARDWARE A. Prepare for, receive, and install the finish hardware furnished under Section 08710 of these Specifications. B. Procedures: 1. Perform all fitting of finish hardware to doors and frames at the factory; except do not drill or tap for surface mounted items until time of installation at the site. 2. Comply with finish hardware manufacturer's instructions and template require- ments. 3. Use concealed fasteners to the maximum extent practicable. 2.3 FABRICATION A. Fabricate in strict accordance with the manufacturer's specifications and Shop Draw- ings as approved by the Architect, prefabricating in the shop to the maximum extent practicable. B. Provide hairline fit at joints, with smooth continuity of line and accurate relation of planes and angles. Securely fasten. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not pro- ceed until unsatisfactory conditions are corrected. 3.2 COORDINATION A. Coordinate as required with other trades to assure proper and adequate provision in the work of those trades for interface with the work of this Section. B. Make measurements as required in the field to assure proper fit. 3.3 INSTALLATION A. Install the work of this Section in strict accordance with the original design, the ap- proved Shop Drawings, pertinent requirements of governmental agencies having jurisdiction, and the manufacturer's recommended installation procedures as approved by the Architect, anchoring all components firmly into position for long life under hard use. B. Remove protective coating completely from exposed surfaces as soon as progress of the Work will permit with safety. C. Manufacturer to provide double pane, thermal glazing rated for high altitude applica- tions. END OF SECTION 08410-2 SECTION 08700 - FINISH HARDWARE PART 1 - GENERAL 1.01 SUMMARY A. Provide finish hardware for sliding, swinging and bi-fold doors. B. Provide a material cash allowance of $ 150.00 per door. 1.02 SUBMITTALS Submit for approval samples, product data, hardware schedule proposed for use based on Owner's requirements. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2- PRODUCTS 2.01 MATERIALS A. Hinges, butts and pivots: Full -mortise, 5 knuckle ball-bearing type; Stanley or approved equal. B. Locksets and latchsets: 1. Standard duty (residential): Schlage A Series or approved equal. C. Lock cylinders and keying: Interchangeable -core pin tumbler lock cylinders and nickle silver keys. D. Bolts and coordinators: Ives or approved equal. E. Closers: 1. Low frequency doors: LCN 4030/4130 series or approved equal. F. Interior sliding, bi-fold and pocket doors: Grant or approved equal. G. Stops: Ives or approved equal. H. Thresholds: Reese or approved equal. I. Closet hardware: Knape and Vogt or approved equal. 08700 -1 SECTION 09250 - GYPSUM BOARD PART 1 - GENERAL 1.01 SUMMARY A. Provide gypsum drywall work including support -systems: 1. Interior walls, partitions, and ceilings. 2. Installation of access panels in gypsum drywall work. 3. Light gauge metal suspension system. 4. Light gauge metal joists and studs. 1.02 SUBMITTALS A. Submit for approval product data. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which -have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Tolerances: Not more than 1/16" difference in true plane at joints between adjacent boards before finishing. After finishing, joints shall be not be visible. Not more than 1/8" in 10' deviation from true plane, plumb, level and proper relation to adjacent surfaces in finished work: C. Fire resistance: Provide fire -rated assemblies with ratings as shown on -drawings. PART 2- PRODUCTS 2.01 MATERIALS A. Gypsum board: 1. Interior use: ASTM C 36, 5/8" thick regular and water resistant types as required; U. S. Gypsum, Gold Bond Div. National Gypsum, Domtar Gypsum or approved equal. 2. Interior use, fire rated assemblies: ASTM C 442, 5/8" thick, Type "X" : U.S. Gypsum, Gold Bond Division, National Gypsum, Domtar Gypsum or approved equal. B. Fasteners: ASTM C 514 and ASTM C 646. Provide Type S bugle head screws at interior, cadmium plated at humid and exterior areas. Provide additional anchors and fasteners as required. 09250 -1 SECTION 09265 - GYPSUM SHEATHING SYSTEM PART 1 - GENERAL 1.01 SUMMARY A. Provide gypsum sheathing system as indicated on drawings. 1.02 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2 - PRODUCTS 2.01 MATERIALS A. Gypsum sheathing: ASTM C 79, grade W, with water -repellant treated core, 1/2" thick and tongue and groove long edges. B. Building paper: Asphalt saturated felt, non -perforated, ASTM D 226, Type 1. C. Mastic: ASTM Q 2822, asphalt emulsion. PART 3 - EXECUTION 3.01 INSTALLATION A. Comply with manufacturers instructions and recommendations. B. Install gypsum sheathing horizontally with V -grooved edge down. Fit tightly around obstructions, but allow for building expansion and structural movement. C. Coordinate with flashing installation to permit flashing to run up and through gypsum sheathing and to run up inside of gypsum sheathing at least 4". D. Provide felt paper horizontally, overlapping edges at least 3". E. Seal perimeter of system and at interface with other materials. F. For brick veneer and steel stud applications, after installation of masonry veneer anchors, coat each screw head and each veneer anchor screw with heavy slab of asphalt emulsion mastic. END OF SECTION 09265-1 C. Fasteners: ASTM C 514 and ASTM C 646. Provide Type S bugle head screws at interior, cadmium plated at humid and exterior areas. Provide additional anchors and fasteners as required. D. Ceiling suspension components: 1. Metal hat channels: DWC, 7/8", 22 gauge 2. Metal runners: CR, 1 1/2", 22 gauge. 3. Hanger and tie wire: 8 gauge, stainless steel E. Light gauge metal studs (interior partitions): C shape, 22 gauge, 2'/z", 3 5/8", 6" or 8" as indicated on drawings. F. Light gauge metal studs (exterior walls): C shape, 20 gauge, 6" or as indicated on drawings. G. Joint reinforcement: ASTM C 587 paper or fiberglass tape and ready -mixed vinyl compound. H. Accessories: Galvanized steel corner beads, casing beads, contro joints,.,etc.; U. S. Gypsum 800 series as applicable. PART 3 - EXECUTION 3.01 INSTALLATION A. Comply with ASTM C 840 and GA 216 - Recommended Specifications for the Application and Finishing of Gypsum Board. Include blocking for handrails, accessories and similar items. B. Provide fire -rated systems where indicated and where required by authorities having jurisdiction. C. Install boards horizontally. Do not allow butt -to -butt joints and joints that do not fall over framing members. D. Install trim and 3 -coat joint treatment in strict compliance with manufacturer's instructions and recommendations. Joint treatment is required at all fasteners and edges between boards. Fill all surface defects. Sand between and after joint treatment coatings and leave ready for finish painting or wall:treatment. E. Finish to be smooth. END OF SECTION 09250 - 2 SECTION 09300 - TILE PART 1 - GENERAL 1.01 SUMMARY A. Provide ceramic tile work where indicated on drawings and in finish schedule. B. Install access panels in tile work where applicable. 1.02 SUBMITTALS A. Submit for approval samples, product data, mock-ups. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2- PRODUCTS 2.01 MATERIALS A. Provide material and labor cash allowances for type and installation methods as indicated below: Ceramic Tile: Floor - $20.00/sf, mud set method. Wall - $18.00/sf, thin set method. PART 3 - EXECUTION 3.01 INSTALLATION A. Comply with Tile Council of America and ANSI Standard Specifications for Installation for substrate and installation required. Comply with manufacturer's instructions and recommendations. B. Lay tile in grid pattern with alignment grids. Layout to provide uniform joint widths and to minimize cutting; do not use less than 1/2 tile units. C. Provide sealant joints where recommended by TCA and approved by Architect. D. Grout and cure, dean and protect. END OF SECTION 09300 -1 SECTION 09900 - PAINTING PART 1 -.GENERAL 1.01 SUMMARY A. Provide surface preparation and painting for all unfinished interior and exterior surfaces, including exterior electrical and mechanical equipment attached to house. 1.02 SUBMITTALS A. Submit for approval samples, product data, 4' by 4' mock-ups, extra stock. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2- PRODUCTS 2.01 MATERIALS A. Approved manufacturers: Devoe, Pittsburgh, Cabbots, Olympic, Watco, Moore, Ka!wall, Pratt Lambert, Sikkens and Sherwin Williams. B. Paint and finish interior and exterior exposed surfaces as listed below and as needed for a complete and proper installation. 1. Exterior trim - two coats semi -transparent stain. 2. Wood siding: Two coats semi -transparent stain. 3. Exterior ferrous metals (painted)- one coat primer and two coats acrylic enamel. 4. Exterior ferrous metals (untreated)- Vinegar wash. 5. Interior gypsum board (general) - one coat primer and two coats flat latex enamel. 6. Interior gypsum board (kitchen and baths) - one coat primer/sealer and two coats egg shell latex enamel. 7. Interior trim, wood work and stair components: One coat sanding sealer, two coats Flecto 66. 8. Interior doors: Stain, one coat sanding sealer, two coats Fletco 66. 09900-1 PART 3 - EXECUTION 3.01 INSTALLATION A. Inspect surfaces, report unsatisfactory conditions in writing; beginning work means acceptance of substrate. B. Comply with manufacturer's instructions and recommendations for preparation, priming and coating work. Coordinate with work of other sections. C. At existing areas to be repainted, remove blistered or peeling paint to sound substrates. Remove chalk deposits and mildew and wash all surfaces with mild detergent. Perform related minor preparation including caulk and glazing compounds. Spot prime bare areas before priming and painting as specified. D. Match approved mock-ups for color, texture, and pattern. Re -coat or remove and replace work which does not match or shows loss of adhesion. Clean up, touch up and protect work. E. For bidding purposes assume 6 interior colors through -out house, one color per room. END OF SECTION 09900-2 SECTION 10300 - MANUFACTURED FIREPLACES PART 1 - GENERAL 1.01 SUMMARY A. Manufactured steel box fireplaces, including doors, screens, and accessories. B. Manufacturers standard gas log assemblies for use with LP gas. C. Insulated chimney flues and associated roof flashings. 1.02 SUBMITTALS A. Submit manufacturers product data and installation instructions. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2- PRODUCTS 2.01 MA I EKIALS A. Refer to the attached fireplace brochure. PART 3 - EXECUTION 3.01 INSTALLATION A. Install in accordance with manufacturer's instructions and recommendations for the unit. Install level and firmly anchored in location indicated. Coordinate with roofing installer for roofing manufacturer's recommended flashing for roof penetrations. END OF SECTION 10300 - 1 ern t�remier Woodburning Fireplaces Touching your senses and lighting your passions, our fireplaces are the heart and soul of your home HEAT GLO. Where everything comes together Premier Wood Line Drawings Refer to installation manual for detailed specifications on installing these products. Model North Star Side View 1 r Front View To View Exclaim Models 36 - 42 -50 Front View Energy Master Model EM -415 Side View Top View (1057m 203/4• (29 run) — F —i Front View Exclaim Specifications MODEL DIMENSION A DIMENSION B DIMENSION C DIMENSION D DIMENSION E DIMENSION F DIMENSION G Exclaim 36 Fxdaim 42 Exclaim 50 36 42 50 43-1/8 43-1/8 48-3/8 49-5/8 49-5/8 60-1/4 59-1/4 59-1/4 70-1/2 28-1/2 �� 28-I/2./. 44-1/2 50-1/2 60-5/8 27-1/2 27-1/2 29-1/2 33 Reference dimensions o 17. We recommend measuring individual units at installation. Side View Top View Energy Master Model EM -42 Front View Top View Energy Master Model EM -485T Side View Front View to -In- dia. Side View 1 1126 mra mmi Top View 7 Models HST -4213 and HST -481 Top View Front View HST Specifications OIhiENSIOP DIM DIMEMl 0 Z1- out9Ee Air 20" .1/21 �_ A-1 i "Y.1R'_r— t4--9 V- Gas -)1R B Models Bay -40 and Pier -40 End View - Bay 40 Front View - Bay 40 Front Vie —19Ye +, ' Knockout Pier 40 HST -42D 36 40 HST -48D 42 47 20-7/8' t 41-112. 47-1/4 23 38-1/2 58-7/8 Reference dimensions only. We recommend measuring individual units at installation. Top View - Both Models End View - Pier 40 Bottom View - Bay 40 -117.518- h SIM*12- I GAS KNOCKOUT rvTm ir4.m- I 7• -ELECTRICAL - —24'--I KNOCKOUT FOR 5T38C Specifications FRONT HEIGHT REAR HEIGHT FROM- WIDTH BACK WIDTH DE°TH MODEL�� GLASS SIZE 41-3/8 41-12 41-3/8 41-1/2 42 43 28-1/4 43 - 22 23 36x23 -I2 41-1/4 41 •. -41-1/4 42 -VS 43-12 42-1/8 43-178 25 25.18 36x19 -VS 41-3/8 41-718 41-3/8 41-718 48 49 30-7/8 49 22-3/4 23-1/4 42x23-12 43-13/1043-13/16.- 43-13/1 4333/16 40 42 40' - 42 23-1/8 ` 24 13x22 41 - 41-12 41 41-1/2 40 41 40 41 24 23 36x20-12 39-1/4 a-314 39-1/4 39-3/4 47 48.. 47: 48 8. ' 27 - ' 42 x 23 47-18 47-5/8 47-1/8 47-5/8 40 40 40 40 24 23 36x20.78 47.18 47-5/8 47-1/8 47-5/8 40 39 40 39 24-12 2342 36x20-78 49-5/8 49-3/4 59-1/4 60 44-1/2 45-1/2 28-5/8 -45-12 27.1/2 28 35528-V2 49-58 4913/4 59-1/4 • '60 50-112. "51-1/2 34-1/2 51-U2 27-12 , 28 42X28.1/2-_ 60-1/4 61 60-1/4 61 60-5/8 61-5/8 41-5/8 61-5/8 29-1/2 30-3/8 50133 EM -485T NOM) Sra'. HST -42D HST -48D PIER -40 BAY -40 Exclaim -3G Exclaim -50' Ratan iradbvona nail for SMd pxif om on inwinsae pram. HEAT &CIO mean Sr ask no updae units puadvaIr. Navas M this brochure 2renotnucsepcenodon of de co on ofde fiteplaeandt r&ma Thus madamarmnmdby one or mom plan dAchnobpa * Tested to EPA Phase II Standards, the North Star fireplace meets the strictest environmental standards for woodburning fireplaces and can be used in areas where conventional woodbuming appliances are restricted or banned- * Btu of Cord Wood Fuel are to be used as a guideline only and may differ due to type of wood and moisture content. For complete details on H EAT & G LO- Premier Woodburning Fireplaces, please contact us: 20802 Kensington Boulevard, Lakeville, MN 55044 (888) 427-3973 (952) 985-6000 Email: info@heatnglo.com Web: heatnglo-com A brand of Hearth S Home Technologies, Inc. HNG-10290-0206 SECTION 10800 -TOILET ACCESSORIES PART 1 - GENERAL 1.01 SUMMARY A. Provide toilet and bath accessories (toilet paper holders, robe hooks, towel bars, soap dishes, medicine cabinets, mirrors, etc.) where indicated on drawings, specified herein, and as needed for a complete an proper installation. 1.02 SUBMITTALS A. Submit for review by Owner, product data and accessory schedule. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturgr's instructions. PART 2 - PRODUCTS 2.01 MATERIALS A. Provide all items from a single manufacturer, approved manufacturers shall be Bobrick Washroom Equipment, Bradley Corporation, the Charles Parker Cempany, and American Dispenser Company, or equal. B. Provide a material and labor cash allowance of $1,500.00 for toilet accessories. PART 3 - EXECUTION 3.01 INSTALLATION A. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections. B. Restore damaged finishes and test for proper operation. Clean and protect work from damage. C. Provide blocking for towel bars and mirrors. END OF SECTION 10800 -1 SECTION 11450 - RESIDENTIAL EQUIPMENT PART 1- GENERAL 1.01 SUMMARY A. Provide residential appliances for kitchen and laundry application as indicated on the attached schedule. 1.02 SUBMITTALS A. Submit for approval shop drawings, product data, warranty. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturers instructions. PART 2- PRODUCTS 2.01 MATERIALS A. Refer to appliance schedule. PART 3 - EXECUTION 3.01 INSTALLATION A. Install materials and systems in accordance with manufacturers instrycti0ns and approved submittals. Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections. END OF SECTION 11450-1 Modern Kitchen Center, Inc. • 5050 Road 154 • Glenwood 0 CD 0 A. I 51 3. c. m C?O N £y m l o m m p a T1Ma r-4 '0 " T m p6zZo I 0 H 0 c D v m d -i G-'�z c Z-0 z o Z . o c • m D O a m • 0 m0 nm r v CD CrC 0 O m 2 7 T _ t- 0 2 0 p r m w Co v Cm_) T ght to change prices at any time and without a z -i 0 Z m C 8 hri 0 ICC 0 S N d d — 5.N a C m C ° H N K O m my 0 ot m 00 3 0 N ID ft.0-r a. o N CO .. 2. a CQ N 0 d a m N CO n 0 0 N =n co 3 CO 3 0 3. 0 N d , a m 0 a 0 Cr a. 0 a K o Ni a 3 O N0. 0 co FD - 13 0 O 0 0 00 O CD So 0) m m q SI ems poI;e JO CD N 0 3312Id IT/UMW 1 0 co r 0 O --ii z mm 0 m r m 81tl1O18(IS rl =1 A m A A z z > D cc m r 13 m co m m m m co co co 0 D D O O O O 2/ 21 N a 14co 0 a O N O O (7) 01 96•L699L09# 70W 0 m SS31NIVSS m W a C C co OS 49 w so m CO CO-4 COOA J CO 0 CD ttOO A V CD Co O CD O O CO co Co o o CCD 0 0 (CD 0 0 0 9 v 10 EA 69 69 m V 0 .a CO N CJ O) J co.t0p O CCD OD 0 O CO ,CAO CD 0 o N o coo 0 en 01 o 0 0 (A (o !o to N 0N -W+ WWJNO CO CD A CD N W CD N W eED + V CO CO COED 410 69 .69 69 CO J CO CD (OD o i A O CD J A CO N 0) W W m > CO0Co N) - in w + CD OOmm z 4 -r O m m 33 Z A .71 Fr ms Fr ,-1 73 0 Om znI v N • 0 y Z Z g Ea zoz O O m m z 0 N 0 O =ra DA rn N m C 2 r D n Mimi 0 O 0 Z Z 1.11 33 0C) 0 > m C m A 0 m ° C o z73< { r zm73 _ O la 4 m0 ='mul O Z D rn -n v Xi M mm -^n ". a 7 A O1m D m e � X XM M 2 X> MO m v SECTION 12375 - PREFABRICATED CABINETS PART 1 - GENERAL 4:01 SUMMARY A. Provide prefabricated cabinets and granite counter tops at kitchens, bathrooms and powder rooms. 1.02 SUBMITTALS A. Submit for approval samples, shop drawings, product data. 1.03 QUALITY ASSURANCE A. Comply with governing cosies and regulations Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART2 - PRODUCTS 2.01 MATERIALS A. Provide a material cash allowance of $75,000.00 for the purchase of cabinets. B. Provide a material cash allowance of $25,000.00 for the purchase of counter tops. PART 3 - EXECUTION 3.01 INSTALLATION A. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections. B. Anchor securely in place; coordinate with countertop installation. C. Adjust and lubricate hardware. D. Restore damaged finishes and test for proper operation. Clean and protect work from damage. END OF SECTION 10522 -1 SECTION 13054 - STEAM BATHS AND EQUIPMENT PART 1 - GENERAL 1.01 SUMMARY A. Provide steam baths, including equipment and accessories. 1.02 SUBMITTALS A. Submit for approval shop drawings, product data, maintenance data. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. PART 2 - PRODUCTS 2.01 MATERIALS A. Steam generator model #SM 79 with TC 120 control unit as manufactured by -Steam Mist Co., Inc. PART 3 - EXECUTION 3.01 INSTALLATION A. Install materials and systems in accordance with manufacturer's instructions and approved submittals. Install materials and systems in proper relation with adjacent construction and with uniform appearance. Coordinate with work of other sections. B. Restore damaged finishes and test for proper operation. Clean and protect work from damage. END OF SECTION 13054-1 SECTION 15400 - PLUMBING PART 1 - GENERAL 1.01 SUMMARY A. Provide plumbing systems including supply, waste and vent systems for: 1. Toilet rooms. 2. Kitchens. 3. Water heaters. 4. Floor drains. 5. Sewage ejectors. 6. Storm drainage. 7. Access panels. B. Coordinate with Owner's room uses to provide adequate system for all contract areas. C. Coordinate location of plumbing systems to avoid interference with location of structure and other building systems. Notify Owner prior to construction of conflicts which cannot be resolved. 1.02 SUBMITTALS A. Submit for approval design calulations, shop drawings, product data, fixture cuts, record documents. 1.03 QUALITY ASSURANCE A. Comply with governing codes and regulations. Provide products of acceptable manufacturers which have been in satisfactory use in similar service for three years. Use experienced installers. Deliver, handle, and store materials in accordance with manufacturer's instructions. B. Arrangement of systems indicated on the drawings is diagrammatic, and indicates the minimum requirements for plumbing work. Site conditions shall determine the actual arrangement of runs, bends, offsets, and similar items. Take field measurements before fabrication. Be responsible for accuracy of dimensions and layout. Overhead piping shall be laid out to obtain maximum head room. PART 2 - PRODUCTS 2.01 MATERIALS A. Provide plumbing systems components and all required accessories including shut- offs and clean -outs. Provide components which prevent back -siphonage or cross - connections. B. Sanitary, waste and vent piping: Schedule 40 PVC or ABS. 15400-1 C. Hot and cold water piping: Type L seamless hard drawn copper tubing assembled with solder fittings. Support piping with grade to drain to drainoff cocks. D. Hangers: Provide wrought iron pipe hangers, brackets or clamps at 5' intervals. Fasten with tag screw or with expansion shields as applicable. For water piping, provide adjustable wrought iron copper plated hangers at 6' intervals maximum. Provide hangers to allow for full thickness of insulation. E. Sleeves and escutcheons: Galvanized wrought iron. Where uncovered pipes pass through finished areas, provide heavy chromium escutcheons. F. Covering and insulation: For domestic hot and cold water piping provide 1/2" flexible foamed tubing by Owens Corning or Armstrong 1/2" Armaflex or approved equal, Seal joints vapor tight. Insulate valves and fittings including water service piping with equal thickness of pipe insulation. Provide 18 gauge protection saddles between insulation and pipe hangers. Comply with fire hazard regulations. G. Valves and shut -offs: Full size bronze gate valves for hot and cold water branches. Provide drainage valves. Provide units by Hammond, Jenkins, Nibco or approved equal. H. Hose bibbs: Anti -siphon hose bibbs by Woodford or approved equal. I. Floor drains and cleanouts: Units with bronze strainer and copper flashing by Zurn or approved equal. J. Shock absorbers: Units by Zurn or approved equal. K. Domestic water mixing valve: Self-contained thermostatic type including hot water temperature limit, check valves, stainers and stop valves by Leonard, Symmons, Johnson or approved equal. L. Water heater: Glass lined storage type for utility service at site. Provide baked enamel steel jacket, fiberglass insulation, and UL flame retention burner; 10year warranty. M. Sewage ejector: Size and automatic controls to meet project requirements by Weil or approved equal. N. Pool systems: Complete system including filters, recirculatingpumps, chlorination equipment, water heaters, and deck drain. 0. Access panels: Metal units with locks by Karp, Milcor, Nystrom or approved equal. Configuration and trim as required by finish wall surface. 2.02 FIXTURES A. Provide a material cash allowance of $8,000.00 for the purchase of plumbing fixtures and faucets. 15400-2 PART 3 - EXECUTtON 3.01 INSTALLATION A. Install materials and systems in accordance with manufacturers instructions and approved submittals. Install materials in proper relation with adjacent construction and with uniform appearance for exposed work. Coordinate with work of other sections. Comply with applicable regulations and building code requirements. B. Support piping properly. Pitch to drain points. Install with pipe expansion loops, mechanical expansion joints, and anchors. C. Install shutoff valves on each piece of equipment on both hot and cold water supply. D. Clearly label all valves and components. E. Sterilize water distribution system. Flush and test all systems for proper operation. Adjust system to prevent water hammer. F. Restore damaged finishes. Clean and protect work from damage. G. Instruct Owner's personnel in proper operation of systems. END OF SECTION 15400-3 SECTION 15600 - HEATING PART 1 - GENERAL 1.01 SUMMARY A. Provide all materials, labor, design, and incidentals to install a complete heating system as described below. All work shall be executed and inspected in accordance with the Uniform Mechanical Code, public utilities, state and local codes and regulations applicable to the trades affected. Include in base bid all fees for permits and connections related to this work. B. Visit the premises so as to ascertain the existing conditions before bidding. No extras will be allowed due to lack of knowledge of these conditions. C. The mechanical subcontractor shall assume full responsibility for the complete mechanical system design, installation, placing into operation, and one year guarantee of proper operation. He shall coordinate all of his work with other trades as applicable to provide a complete, finished, quiet operating system with all components concealed in finished areas. D. The heating system shall be a hot water radiant floor system. The system shall be capable of maintaining an inside temperature of 70 degrees F. at all living spaces and garage when the outside temperature is -15 degrees F. Provide and install individual wall -mounted thermostats. Provide a separate hot water radiant floor snow melt system at all exterior patios and decks. Provide and install individual wall -mounted thermostats. E. All piping shall be insulated with Armstrong Armaflex provided piping is not located in plenum area. F. All bathrooms, water closet areas, and laundry rooms shall be ventilated by 110 CFM exhaust fans manufactured by "llg", appropriate type for installation required, complete with ducting to exterior, wall caps, and birdscreens. PART 2- PRODUCTS A. Gas-fired Equipment: All gas-fired equipment to be approved by AGA for burning liquified petroleum. Each heating unit shall be so labeled. Heating unit shall be equipped at factory with proper size orifices to develop maximum heat output at job site altitude when supplied with gas having heat content evaluated at job site conditions. B. Flue shall be metalbestos or approved equal complete with all necessary connections, roof flashing ring and weather cap. 15600-1 PART 3 - EXECUTION A. All work shall be installed in a workmanlike manner to the best accepted standards of the trade. Sheetmetal work shall be in accordance with SMACNA recommendations. All ductwork and piping shall be concealed. If during inspection by the Owner's representative, work is found to be unacceptable in quality of installation or defective in manufacture, the same shall be removed and reinstalled in a satisfactory manner at the expense of the Contractor. B. Coordinate with electrical and other subcontractors to insure that the bid for the total work represents complete systems. Particularly coordinate with electrical for power requirements and furnishing of accessories such as motor starters, interlock wiring, and controls. C. All required temperature controls shall be furnished, installed, wired and connected hereunder, to provide a complete automatic control system. All control valves shall be located in the mechanical equipment rooms. D. Provide galvanized steel dryer vent duct from each dryer as per U.B.C. requirements and manufacturer's instructions. E. Provide Owner with necessary operating and routine maintenance instructions, both verbal and written, as required for continuous operation of the complete mechanical system. These instructions shall be typewritten and bound in loose leaf binder. Provide complete detailed instructions with all catalog data, diagrams and data covering operation, lubrication, general maintenance, repair of heating. Provide temperature control diagram with sequence of operation for all systems. F. Upon completion of this division of work, remove all surplus materials and rubbish. Clean all spots resulting from this work from hardware, floors, glass, walls, etc. Do all required patching up and repair all work of other trades damaged by this division of the work, and leave the premises in a clean, orderly condition. G. Contractor will provide the Architect with "As -Built Drawings" for underground or concealed conditions as performed in this division of work. END OF SECTION 15600-2