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HomeMy WebLinkAboutBID - 7543 NEW OFFICE BUILDING AT NIX FARM NATURAL AREAS FACILITYADDENDUM NO. 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of BID 7543: New Office Building at Nix Farm Natural Areas Facility OPENING DATE: 3:00 PM (Our Clock) August 30, 2013 To all prospective bidders under the specifications and contract documents described above, the following changes/additions are hereby made and detailed in the following sections of this addendum: 1. The Opening Date has been changed to 3:00pm (our clock) on August 30, 2013. 2. Additional Information Exhibit 1 –General, Specifications & Drawings Revisions Exhibit 2 – Revised Drawings Please contact John Stephen, CPPO, LEED AP, Senior Buyer at (970) 221-6777 with any questions regarding this addendum. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. Financial Services Purchasing Division 215 N. Mason St. 2nd Floor PO Box 580 Fort Collins, CO 80522 970.221.6775 970.221.6707 fcgov.com/purchasing EXHIBIT 1 – GENERAL, SPECIFICATIONS & DRAWINGS REVISIONS GENERAL 1. Contractor will be responsible to pull an excavation permit. City of Fort Collins will pay for the excavation permit costs. 2. Honeywell Interfacing: The city is open to other vendor providers with the caveat that the end field device is the connection point for our Bacnet interface and not a local work station. 3. Cut sheets of the Abound Solar AB1 Series Thin Film Photovoltaic Solar Panels are included for reference and are to be provided by the City of Fort Collins for both the proposed Office Building and existing Maintenance Building. Installation labor and mounting hardware, wiring, invertors, and other related equipment are to be provided by the contractor to provide a fully operational system in conjunction with the owner provide PV solar panels. The warranty for the PV solar system to included the entire system with exception to the owner provided PV solar panels. 4. Custom Solar is the name of the company that installed the existing PV solar system at the maintenance building. 5. A field office per specification section 01590 is not required for this project. A bay of the existing maintenance building or the conference room in the existing office building will be allowed to be used for regular project meetings. This space will not be available as temporary office space for the contractor. The contractor will be allowed to have some storage access at the existing maintenance building fenced-in yard/parking area. 6. The contractor will be allowed the use water to fill up water trucks for use in the project. Access to this water will be from a hydrant located on the Maintenance Building Wash Bay located on the east side of the building. 7. Accounts for temporary Utilities per specification section 01510 will be set up and paid for by the City of Fort Collins Natural Areas. 8. Concrete paving for the associated site improvements will be allowed as an alternative to asphaltic paving. SPECIFICATIONS 1. Section 01022 Unit Prices, Paragraph 1.02 Description of Unit Prices, Delete item 1. Revise item 2. to state 4" thick in lieu of 6" thick. Revise item 3. to state 4" thick in lieu of 3" thick. 2. Section 02513 Asphaltic Concrete Paving, Part 3 Execution, 3.01 Pavement Thickness, Revise this section to reference the Appendix A Pavement Recommendation included in the Project Specifications. 3. Section 02950 Trees and Shrubs, Clarification: Per Sections 1.9 Part 1 and 2.7 Part 2, relocated tress are considered as a part of new landscaping and will require to be maintained along with all of the other new plantings on site. Per section 1.8, The contractor would be liable for the transplanted trees as with all other landscape. 4. Section 04100 Mortar & Masonry Grout specification has been added for the proposed fence stone columns and pergola columns indicated on Sheets LS502 and LS503, Site Details. 5. Section 04220 Concrete Unit Masonry specification has been added for the proposed fence stone columns indicated Sheet LS502, Site Details. 6. Section 04400 Stone Masonry specification has been added for the proposed pergola columns indicated on Sheet LS503, Site Details. 7. Section 04430 Simulated Stone Masonry specification has been added for the proposed fence stone columns indicated Sheet LS502, Site Details. 8. Section 07190 Vapor Retarders and Barriers, Substitution Request for Viper Vaporcheck II 15 MIL "Class A" Vapor Barrier has been approved. 9. Section 07245 Exterior Portland Cement Stucco System, Substitution Request for StoPowerall Stucco by Sto has been approved. 10. Section 08700 Finish Hardware, Part 4 Schedule, Subparagraph 4.01 Hardware Groups. Specification page 08700-8 has been revised to include the Hardware Groups. 11. Section 09320 Porcelain Tile has been added to replace section 09310, Ceramic Tile. Delete section 09310 Ceramic Tile in its entirety. 12. Section 09960 High Performance Coatings specification has been added to replace the powder coat paint finish for all of the steel columns, beams and clip angles components of the pergola indicated on Sheet LS503, Site Details. 13. Section 10652 Folding Panel Partitions, Substitution Request for Kwik-Wall Model 2030 had been approved. 14. Section 11452 Residential Appliances, models for the electric range, range hood and dishwasher have been revised based on revisions made to the layout of Break Room 108. 15. Section "NIX FARMS FACILITYGEOTHERMAL VERTICAL TEST BORE, FORMATION THERMAL CONDUCTIVITY TEST DRILLING, HDPE LOOP, GROUT & TESTING SPECIFICATIONS" has been added for clarification of Geothermal TC Test Bore scope of work to included as a part of the overall geothermal system. The intent of the TC Test Bore is to have the test results made available a minimum of 2 weeks prior to the installation of the Geothermal Bore field specified in the construction documents. DRAWINGS 1. Sheet A1.1 First Floor Plan, Revised Break Rm. 108 casework and appliance layout/configuration and deleted window 'B' on west exterior wall will added window 'H'. 2. Sheet A1.3 Enlarged Plans, Detail 1/A1.3 updated to included revised Break Rm. 108 casework and appliance layout/configuration and deleted window 'B' on west exterior wall will added window 'H'. 3. Sheet A4.2 Building Elevations, Revised details 2 and 3/A4.2 to indicate deleted window 'B' and added window 'H' on west exterior wall of Break Rm. 108 on the first floor plan level. 4. Sheets A5.1 and A5.2 Building Sections, Revise notes on details 2A5.1 and 1/A5.2 to read "6"X6" Redwood Brace - Paint" at the main level roof structure on the south elevation. 5. Sheet A8.1 Interior Elevations, Revised detail 1/A8.1 and added details 9 and 10 A8.1 to indicate revised Bream Rm. 108 casework and appliance layout/configuration. Details 8/A8.1 have been revised to indicate porcelain wall tile pattern. 6. Sheet A9.3 Door Schedules & Types, Revised Door Schedule to add Hardware Group and revised Fire Rating and Comments columns. 7. Sheet ADD 01, Sheet added to indicate window type 'H" that was added to the west exterior wall of the Bream Rm. 108. 8. Sheet ADD 1.1, Sheet added to indicate location of TC test bore. 9. Sheet ADD 1.2, Sheet added to indicate the location where the geothermal header loop is to enter the building. 10. Sheet M1.1 Main Level Plumbing Plan, Revised sink location for new Bream Rm. 108 layout. 11. Sheet M2.1, Main Level HVAC Plan, Revised diffuser location for new lighting layout. 12. Sheet E1.1, Main Level Power Plan, Revised receptacle location and quantity for new Break Rm. 108 layout. 13. Sheet E6.1, Electrical Schedules, Added fixture type 'P2' to luminarie schedule and modified circuit in panel 'L1'. DRAWINGS (see Exhibit 2) Architectural Sheets 24"x36" - A1.1, A1.3, A4.2, A8.1, A9.3 8-1/2"x11" - ADD 01.1 Mechanical Sheets 24"x36" - M1.1, M2.1 Electrical Sheets 24"x36" - E1.1, E2.1, E6.1 Geothermal 24"x36" - ADD 01.2, ADD 01.3 Specifications 04100 (3 sheets), 04220 (12 sheets), 04400 (6 sheets), 04430 (6 sheets), 09320 (5 sheets), 08700 (1 sheet), 11452 (4 sheets), 09960 (5 sheets), Geothermal Vertical Test Bore Spec. (7 sheets) PV Panel Data (2 sheets, 8-1/2"x11) Substitution Requests Vipor Vaporcheck (7 sheets) Sto Powerwall Stucco System (13 sheets) Kwik wall Operable Partitions (13 sheets) EL. FIRST FLOOR PLAN 100' - 0" H AWNING BELOW FIXED ABOVE EQ EQ 2' - 0" 1' - 8" 4' - 4" 2' - 0" 6' - 0" PROJECT DATE DRAWN 712 WHALERS WAY SUITE, B-100 FORT COLLINS, CO 80525 (970) 223-1820 www.aller-lingle-massey.com Office Building • City of Fort Collins Fort Collins, CO 1243.06 ksj 07.19.13 Nix Farm Natural Areas Facility Window H ADD 01 C 2013 Aller Lingle Massey Architects P.C. 08.16.13 .1 EXHIBIT 2 - REVISED DRAWINGS 1 A4.1 A4.2 A4.1 2 1 2 A5.1 2 A5.1 CORRIDOR 110 18' - 0" 36' - 0"16' - 0" WORKROOM 105 11' - 0" WORKSTATION 115 WORKSTATION 116 2 PERSON WORKSTATION 117 WORKSTATION 114 2 PERSON WORKSTATION 118 CONF. RM. 106 COPY/PRINT 104 STOR. 3 107 A6.3 BREAK RM. 108 MECH. RM. 109 3 A5.1 3 A5.1 VESTIBULE 100 UNISEX R.R. 112 UNISEX R.R. 113 9' - 11 3/4" 18' - 8 3/4" 9' - 3 1/2" 2' - 0" RECEPT 103 WAITING 101 DISPLAY 102 3' - 0" 30" D. X 96" H. BUILT-IN STORAGE CABINETS 30" D. X 96" H. BUILT- A8.1 8 21 22 20 F.D. F.D. F.D. 111 112 113 FACE OF WALL TO CL OF TOILET 1' - 6" 3' - 3" 9" DRAWER BASE BELOW P5 TILE TILE 2' - 0" FLOOR MOP SINK, RE. PLUMB. MOP & BROOM HOLDER IE8 IE8 IE9 IE7 IE10 IE13 IE12 IE6 IE14 IE15 IE8 IE8 IE15 IE14 IE13 IE9 IE6 IE12 FACE OF WALL TO CL OF TOILET 1' - 6" PROVIDE SOLID BLOCKING FOR ALL GRAB BARS - TYP. PROVIDE SOLID BLOCKING FOR ALL GRAB BARS - TYP. 3' - 3" 3' - 3" IE10 IE7 3' - 7 1/4" 3 1/2" 6" 3' - 0" 1' - 0 1/8" 3 1/2" 6" 3' - 0" 4' - 10 3/4" 1' - 9 5/8" 3 1/2" 4' - 4 1/4" 3 1/2" 8'-0" HIGH F.R.P. (3) SIDES OF JAN. CLOSET IE1 IE1 I 3 1/2" 7' - 9 1/2" 3 1/2" EL. FIRST FLOOR PLAN 100' - 0" EL. SECOND FLOOR PLAN 111' - 7 1/4" 2 COAT STUCCO SYSTEM - WHITE ARCHITECTURAL STANDING SEAM METAL ROOFING - GALVALUME FINISH FIBERGLASS WINDOWS W/ DOUBLE INSULATED LOW-E GLAZING - WHITE CEMENT FIBER LAP SIDING W/ PAINT FINISH CEMENT FIBER TRIM W/ PAINT FINISH - WHITE WOOD BRACKET W/ PAINT FINISH - WHITE METAL FASCIA W/ HALF-ROUND PRE- FIN. MTL. GUTTERS 3" 12" 3" 12" SOLATUBE, TYP. A B C D E F G H I PV SOLAR PANELS BY OWNER , TYP. C.J. C.J. C.J. C.J. D.S. D.S. D.S. D.S. 2 COAT STUCCO SYSTEM D.S. D.S. D.S. D.S. C.J. C.J. EL. BEARING HEIGHT 2 110' - 0" EL. FIRST FLOOR PLAN 100' - 0" EL. SECOND FLOOR PLAN 111' - 7 1/4" 2 COAT STUCCO SYSTEM - WHITE ARCHITECTURAL STANDING SEAM METAL ROOFING - GALVALUME FINISH FIBERGLASS WINDOWS W/ DOUBLE INSULATED LOW-E GLAZING - WHITE WOOD BRACKET W/ PAINT FINISH - WHITE CEMENT FIBER FASCIA W/ HALF- ROUND PRE-FIN. MTL. GUTTERS - WHITE 2 1 3 4 5 6 7 8 9 10 EL. BEARING HEIGHT 2 110' - 0" COPY MACH. (N.I.C.) B24 B24 W2436 W9624 2 ADJ. SHELVES W2436 3' - 0" 2' - 0" 3' - 0" 2 A8.3 4 A8.3 3 ADJ. SHELVES PLASTIC LAMINATE COUNTERTOP 1 SHELF MDF BASE - PNT W36 W30 W36 W24 B36 B33 B39 B39 B24 2 ADJ. SHELVES PLASTIC LAMINATE COUNTERTOP SHELF BAR PULLS AT CABS., TYP. 3' - 0" 1' - 6" 3' - 0" 4 A8.3 2 A8.3 MDF WALL BASE - PNT. 4' - 0" 2' - 9" 4' - 0" 8' - 0" 5' - 6" 2' - 6" 3 ADJ SHELVES EXTEND SOFFIT DOWN TO TOP OF CASEWORK, OVERHANG FRONT OF CASEWORK 1" BAR PULLS AT CABS., TYP. 4' - 0" 2' - 0" 4' - 0" 8' - 0" 5' - 6" 2' - 6" MDF WALL BASE - PNT. 3 ADJ. SHELVES RETURN AIR GRILL, RE. MECH. EXTEND SOFFIT DOWN TO TOP OF CASEWORK, OVERHANG FRONT OF CASEWORK 1" IE9 SINK APRON 1' - 6" IE8 9" IE6 IE12 3' - 0" 4" 1' - 6" 8 A8.3 WRAP G.B. AROUND WINDOWS AT R.R., NO TRIM INTERIOR 5-PANEL WOOD DOOR A RATED WOOD FRAME 1 B INTERIOR 5-LITE RATED WOOD DOOR W/ TEMPERED GLASS T T T INDICATES TEMPERED GLAZING C 3/4 LITE PANEL FIBERGLASS DOOR 1/4" LOW-E INSUL. GLASS 1/4" LOW-E INSUL. GLASS EXTERIOR PRE- HUNG WOOD FRAME 2 D FULL LITE FIBERGLASS PATIO DOOR BY WINDOW MANUF. SEE SCHED. SEE SCHED. 10" 10" 10" SEE SCHED. SEE SCHED. SEE SCHED. SEE SCHED. RAISED PANELS 1/4" TEMP GLASS D O O R T Y P E S D O O R F R A M E T Y P E S SEE SCHED. SEE SCHED. 10" 5" 5" RAISED PANEL 3/4" 3/4" RATED WOOD INTERIOR DOOR FRAME I N T E R I O R D O O R T R I M 3/4" SEE SCHED. 3/4" SEE SCHED. SEE SCHED. 5 1/2" 3 1/2" SEE SCHED. 3 1/2" SEE SCHED. 5/4" THK. MDF TRIM - PNT. W H W H COPY/PRINT 104 2 PERSON WORKSTATION 118 VESTIBULE DISPLAY 100 102 WAITING 101 RECEPT 103 CONF. RM. 106 WORKROOM 105 STOR. 107 2 PERSON WORKSTATION 117 WORKSTATION 116 WORKSTATION 115 WORKSTATION 114 JAN. 111 CORRIDOR 110 UNISEX R.R. 113 UNISEX R.R. 112 BREAK RM. 108 MECH. RM. 109 2 1 9 10 A C F H I 5 4 3 6 7 8 B D E G P1 P1 P3 P2 P2 P3 P4 P4 P5 T T T T T T S S COPY/PRINT 104 2 PERSON WORKSTATION 118 VESTIBULE 100 DISPLAY 102 WAITING 101 RECEPT 103 CONF. RM. 106 WORKROOM 105 STOR. 107 2 PERSON WORKSTATION 117 WORKSTATION 116 WORKSTATION 115 WORKSTATION 114 JAN. 111 CORRIDOR 110 UNISEX R.R. 113 UNISEX R.R. 112 BREAK RM. 108 MECH. RM. 109 2 1 9 10 A C F H I 5 4 3 6 7 8 B D E G C C C C C C C C C WP WP WP WP WP JJ J J H H H SD F F FSD FSD FSD FSD FSD FSD FSD J C J J FSD FSD FSD FSD FSD J C C COPY/PRINT 104 2 PERSON WORKSTATION 118 VESTIBULE DISPLAY 100 102 WAITING 101 RECEPT 103 CONF. RM. 106 WORKROOM 105 STOR. 107 2 PERSON WORKSTATION 117 WORKSTATION 116 WORKSTATION 115 WORKSTATION S o S o S o S o S o S o S o S D 3 D 3 oc oc SS 3 SS 3 SS 4 SS 4 DL DL DL DL S oc oc oc S oc DL SS 3 SS 3 S oc DL D 3 D 3 SS 3 SS 3 LV LV LV J S LV LV SS 3 Consulting Engineers, Inc. COPYRIGHT 2013 B G ANZE EAUDIN Project No: (970) 949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 Vail: Denver: Fort Collins: Albuquerque: www.bgce.com PROJECT DATE DRAWN 712 WHALERS WAY SUITE, B‐100 FORT COLLINS, CO 80525 (970) 223‐1820 www.aller‐lingle‐massey.com PRINTED FILE NAME: 9327.00 8/15/2013 1:25:17 PM C ALLER‐LINGLE‐MASSEY 2013 0000‐Project‐SD.rvt ELECTRICAL SCHEDULES 1243.06 ACR 07/19/13 E6.1 Major Amendment Fort Collins, CO Nix Farm Natural Areas Facility 1 Addendum #1 8‐16‐13 LUMINAIRE SCHEDULE TYPE DESCRIPTION MOUNTING RECESS DEPTH LAMP QTY LAMP TYPE INPUT WATTS VOLT MANUFACTURER CATALOG NUMBER SPECIFIC NOTE P1 4' SUSPENDED LED DIRECT/INDIRECT FIXTURE WITH ADJUSTABLE AIRCRAFT CABLE MOUNTED 18" FROM CEILING SUSPENDED - LED AS SUPPLIED 49 VA 120 V PHILIPS LEDALITE 7806LACQN-04-7-1-E-W P2 LED PENDANT WITH SATIN NICKEL FINISH AND CLEAR GLASS SUSPENDED - LED AS SUPPLIED 5 VA 120 V PHILIPS FORECAST FA0048836 R1 2X4 RECESSED DIRECT/INDIRECT LED TROFFER RECESSED 0' - 5" - LED AS SUPPLIED 48 VA 120 V LG LED LTG LGE-2X4RT-48-40-T R2 2X2 RECESSED DIRECT/INDIRECT LED TROFFER RECESSED 0' - 6" - LED AS SUPPLIED 30 VA 120 V LG LED LTG LGE-2X2RT-36-40-T R3 6" LED DOWNLIGHT RECESSED 0' - 8" - LED AS 1.01 in 25.00 ft MECHANICAL ROOM A1 A2 A3 A4 A5 A6 GROUND HEAT EXCHANGER - PRELIMINARY PENDING TEAM APPROVAL OF BORE LOCATION & THERMAL CONDUCTIVITY TEST SIX (6) BOREHOLES x 400' DEPTH 25' SPACING 1.25" DR11 HDPE CIRCUIT PIPE STANDARD GROUT; TE GROUT NOT REQUIRED REVERSE-RETURN REDUCING MANIFOLD HEADERING DEPTH - 6' BELOW GRADE MINIMUM 3.00" DR13.5 HDPE HEADER PAIRS (TO BE CONFIRMED PENDING FINAL HP SCHEDULE FLOW RATE) BOREHOLE A1 LOCATION THERMAL CONDUCTIVITY TEST BORE LOCATION IF TEST IS TO BE EXECUTED THIS TEST BORE LOCATION PROVIDES MOST FLEXIBILITY FOR FINAL DESIGN CONFIRMATION REGARDING FINAL NUMBER OF BORES AND SPACING 7.37 ft 44.93 ft ADD 01.2 UP COPY/PRINT 35 2 PERSON WORKSTATION 24 VESTIBULE 68 DISPLAY 81 WAITING 80 RECEPT 79 CONF. RM. 25 WORKROOM 16 STOR. 37 2 PERSON WORKSTATION 22 WORKSTATION 21 WORKSTATION 20 WORKSTATION 23 JAN. 82 CORRIDOR 14 UNISEX R.R. 78 UNISEX R.R. 77 BREAK RM. 40 MECH. RM. 65 2 1 9 10 A C F H I 5 4 3 6 7 8 B D E G HP -4 HP -5 EF -1 HP -1 16x12 SA 14x14 SA 1 04100 - 1 Nix Farm Office Building 1243.06 100% Construction Documents SECTION 04100 MORTAR AND MASONRY GROUT PART 1 GENERAL 1.01 WORK INCLUDED A. Furnish and install mortar, with integral water repellent, and grout materials for new concrete block masonry units. B. Furnish and install mortar, with integral water repellent, and grout materials for synthetic simulated stone masonry units. C. Furnish and install mortar, with integral water repellent, and grout materials for new architectural precast concrete caps, copings and other units. D. Related work specified elsewhere: 1. Section 01015, LEED Requirements. 2. Section 01410, Testing: Mortar testing. 3. Section 01714, Construction Waste Management and Removal. 4. Section 04210, Brick Masonry. 5. Section 04430, Simulated Stone Masonry. 1.02 QUALITY ASSURANCE A. Reference Standards: Conform to the current requirements of applicable portions of standards, codes and specifications, except where more stringent requirements are shown or specified. 1. ASTM: American Society of Testing and Materials. 2. ASTM C144: Standard Specification for Aggregate for Masonry Mortar. 3. ASTM C150: Standard Specification for Portland Cement. 4. ASTM C207: Standard Specification for Hydrated Lime for Masonry Purposes. 5. ASTM C270: Standard Specification for Mortar Mix. 6. ASTM C476: Standard Specification for Mortar and Grout for Reinforced Masonry. 7. ASTM E514: Standard Specification for Moisture Resistance in Masonry Assemblies. 8. PCA, current edition. 9. Applicable provisions of the codes referenced in Section 01060, or as adopted by any jurisdiction with authority over this Project. B. LEED Compliance: Refer to Section 01015 for submittal and documentation requirements. 1.03 SUBMITTALS A. Product Data: Submit manufacturer's product data and specifications for each type of mortar specified, including certification that each type complies with the specifications. B. Samples: Submit samples of manufacturer's full range of mortar colors for selection by the Architect. C. LEED Submittals: 1. Credit MR 4.1 and MR 4.2: Product Data or other documentation from material manufacturer indicating percentages, by weight, of post-consumer and pre-consumer recycled content. Include statement of material costs for each product having recycled content, excluding labor costs for installation. 2. Credit MR 5.1 and 5.2: Product data for regional materials indicating name, physical address and distance in miles (as the crow flies) from Project to the material manufacturer and point of extraction, harvest or recovery for each raw material. Include statement of cost for each regional material and the fraction by weight that is considered regional, excluding labor costs for installation. 04100 - 2 Nix Farm Office Building 1243.06 100% Construction Documents 1.04 TESTING A. Inspection and testing shall be performed by an independent testing laboratory, approved by the Architect, conforming to ASTM E149, E514 and C270. Testing fees shall be paid as specified in the General and Supplementary Conditions. Test samples shall be taken at random to provide sampling over the course of work. Materials not conforming to these specifications shall be removed from the job and replaced. 1. Refer to Section 04210, 04220 and/or 04400 for testing requirements. 1.05 MORTAR ANALYSIS A. Contractor shall obtain an independent mortar analysis of the existing historic mortar to determine the composition and proportions of materials in the mortar. Mortar shall be sampled in a minimum of three (3) random locations throughout the existing building for verification and averaging of these results. Submit the results of the mortar analysis in written form to the Architect as specified above. 1.06 ENVIRONMENTAL CONDITIONS A. Maintain temperature of mortar and grout between 70 F and 100 F. B. Contractor shall use only one (1) type mortar to ensure uniform color. Masonry cement is not permitted. PART 2 MATERIALS 2.01 MORTAR AND GROUT MATERIALS A. Portland Cement: ASTM C150, Type 1, white (natural). B. Hydrated Lime: ASTM C207, Type S for new construction. C. Aggregate Sand: ASTM C144. D. Coarse Aggregate for Grout: ASTM C404, less than 3/8". E. Water: ASTM C270, clean and suitable for domestic consumption. F. Mortar Coloring: Integral mortar color by Solomon Colors, Springfield, IL, (800) 624-0261, or equal. 1. Natural for concrete block unit masonry and simulated stone veneer. G. Admixtures: Pozzolan with approval; calcium chloride not permitted. H. Integral Water Repellent: Integral polymeric-based water repellent admixture, conforming to ASTM E514 and achieving an E (Excellent) rating, RainBlok for Mortar by ACM Chemistries, Inc., Norcross, GA, (877) 226-1766, or approved equal. 2.02 MORTAR AND GROUT MIXES A. Mortar Mixes for Structural Concrete Unit Masonry: ASTM C270, Type S mortar with hydrated lime for all new masonry construction. Minimum compressive strength of 1,800 psi at 28 days, or as indicated on the Structural Drawings: 1. 1 part Portland cement, Type 1. 2. 1/4 to 1/2 part hydrated lime. 3. 2-1/4 to 3-1/2 parts damp, loose sand. 4. Integral water repellent. 5. Mortar coloring. B. Mortar Mixes for Brick, Concrete Unit or Stone Masonry Veneer: ASTM C270, Type N mortar with hydrated lime for all new veneer masonry construction. Minimum compressive strength of 750 psi at 28 days, or as indicated on the Structural Drawings: 1. 1 part Portland cement, Type 1. 2. 1/4 to 1/2 part hydrated lime. 3. 2-1/4 to 3-1/2 parts damp, loose sand. 4. Integral water repellent. 04100 - 3 Nix Farm Office Building 1243.06 100% Construction Documents C. Masonry Grout Mix: Minimum compressive strength of 3,000 psi at 28 days: 1. 1 part Portland cement, Type 1. 2. 2-1/4 to 3 parts damp, loose sand. 3. 1 to 2 parts coarse aggregate. 4. Pozzolan as per manufacturer's recommendations. 5. Air entrainment shall be not more than 5% by volume. D. Mixtures may change as per manufacturer's recommendations to meet requirements. E. Non-Shrink Structural Grout: Refer to Section 05120. F. LEED Design Criteria: 1. Credits MR 4.1 and 4.2, Recycled Content: No minimum, but Contractor to provide information on recycled content. 2. Credits MR 5.1 and 5.2, Local/Regional Materials, Manufactured and Harvested Locally: Contractor to provide information on locally manufactured and locally extracted, harvested or recovered materials, in compliance with Section 01015. PART 3 EXECUTION 3.01 INSPECTION AND PREPARATION A. Masonry installer shall examine the areas and conditions under which masonry is to be installed and notify the Contractor in writing of conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to the masonry installer. B. Synthetic Simulated Stone Masonry: Masonry installer shall verify the mix design requirements for the mortar with the synthetic simulated stone masonry manufacturer for compatibility of materials. C. Clean existing precast concrete wall cap and coping units prior to resetting. 3.02 BATCH CONTROL A. Measure and batch materials either by volume or weight such that the required proportions for mortar can be accurately controlled and maintained. B. Mix mortar ingredients for a minimum of five (5) minutes in a mechanical batch mixer. Hand mixing in a wheelbarrow or other uncontrolled method is not acceptable. C. Do not use mortar which has begun to set or if more than 2-1/2 hours has elapsed since initial mixing. Retemper mortar during 2-1/2 hour period as required to restore workability. 1. Ensure addition of integral water repellent for all exterior masonry construction, proportioned as recommended by the manufacturer. D. Colored Mortar: If colored mortar is specified in paragraph 2.01 above, mortar color shall be pre-blended, not field mixed. E. Use mortar within two (2) hours of mixing at temperatures over 80 F, and 2-1/2 hours at temperatures under 50 F. 3.03 JOINTS A. General: Lay coursed modular units with 3/8" joints, unless otherwise indicated, except for minor variations required to maintain bond alignment. B. Bond Pattern and Joint Type: Refer to Section 04210 and/or 04220 (04400). C. Rake out mortar in preparation for application of caulking or sealants where shown. D. Remove excess mortar and smears upon completion of work. E. Point out or replace defective mortar to match adjacent work. F. Clean soiled surfaces using a non-acidic solution which will not harm adjacent surfaces. Consult masonry manufacturer for acceptable cleaners. END OF SECTION 04220 - 1 Nix Farm Office Building 1243.06 100% Construction Documents SECTION 04220 CONCRETE UNIT MASONRY PART 1 GENERAL 1.01 WORK INCLUDED A. Furnish and install structural, load-bearing plain concrete unit masonry, with integral water repellent, including units and special shapes, mortar, grout, ties, anchors and accessories. B. Furnish and install plain concrete unit masonry as structural back-up material in composite wall construction, including units, mortar, grout, ties, anchors and accessories. C. Furnish and install concrete unit masonry horizontal joint and vertical reinforcing. D. Furnish and install masonry grout for grouted cells of concrete unit masonry. E. Clean new and/or existing concrete unit masonry and remove surplus material and waste. F. Furnish and apply clear masonry sealer, if specified. G. Related work specified elsewhere: 1. Section 01015, LEED Requirements. 2. Section 01030, Alternates. 3. Section 01714, Construction Waste Management and Removal. 4. Section 04100, Mortar and Masonry Grout. 5. Section 04430, Simulated Stone Masonry. 1.02 QUALITY ASSURANCE A. Reference Standards: Conform to the current requirements and recommendations of applicable portions of standards codes and specifications, except where more stringent requirements are shown or specified. 1. ASTM A116: Standard Specification for Metallic-Coated, Steel Woven Wire Fence Fabric. 2. ASTM A153: Standard Specification for Zinc Coating (Hot Dip) on Iron and Steel Hardware. 3. ASTM C31: Standard Practice for Making and Curing Concrete Test Specimens in the Field. 4. ASTM C39: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. 5. ASTM C90: Standard Specification for Load-Bearing Concrete Masonry Units. 6. ASTM C140: Standard Test Method for Sampling and Testing Concrete Masonry Units and Related Units. 7. ASTM C150: Standard Specification for Portland Cement. 8. ASTM C1314: Standard Test Method for Compressive Strength of Masonry Prisms. 9. ASTM E514: Standard Test Method for Water Penetration and Leakage Through Masonry. 10. ANSI A-41.1: Building Code Requirements and Specification for Masonry Structures. 11. ACI 530.1: Standard Specification for Tolerances. 12. National Concrete Masonry Association (NCMA) "Specification for the Design and Construction of Non-Load-Bearing Concrete Masonry". 13. Applicable Rocky Mountain Masonry Institute technical recommendations. 14. Applicable provisions of the codes referenced in Section 01060, or as adopted by any jurisdiction with authority over this Project. B. Masonry Installer Qualifications: Installation of concrete masonry units shall be by masons skilled in the installation of all specified masonry materials and accessories, with minimum five (5) years successful experience in projects of similar scale and complexity. C. LEED Compliance: Refer to Section 01015 for submittal and documentation requirements. 1.03 SUBMITTALS A. Samples: Submit samples of each specified masonry unit for approval before delivery to the site, unless only standard, plain concrete unit masonry is used. Samples for integrally colored and/or faced units shall include shapes, sizes and kinds in sufficient number to show full range of color and texture of each type of masonry unit specified. Final approval shall be by the 04220 - 2 Nix Farm Office Building 1243.06 100% Construction Documents Architect. One (1) color and size for each different type of unit specified shall be used throughout the project. B. Sample Panel: Erect minimum 4'-0" x 4'-0" sample panel consisting of approved concrete unit masonry that satisfactorily shows proposed color range, texture, bond, mortar and workmanship. Sample panel of materials using split-face or other textured block shall be constructed showing a corner condition. 1. Contractor shall not continue work until Architect and Owner's representative have accepted sample panel. 2. Sample panel shall remain on site until work of this Section is complete and will be used as standard of comparison for balance of work. 3. Sample panel may be constructed as a part of the permanent building construction if approved by the Architect. C. Masonry Wall Reinforcing Shop Drawings: Detail bending and placement of unit masonry reinforcing bars. Comply with ACI 315, “Details and Detailing of Concrete Reinforcement”. Show elevations of reinforced walls including: bar sizes, location and quantities of reinforcing steel, location and arrangement of supporting and spacing devices, bending and cutting schedules, size and location of all openings, pockets, embedments and anchor bolts, top and bottom elevations of walls and bearing elevations of all elements supported, all masonry control joints and all other framing and/or special conditions affecting the work. D. Certificates: Submit certificates with test data or other supporting documentation attesting to test results and date of block casting. Certification shall include: 1. Masonry units. 2. Mortar and grout materials. 3. Reinforcing steel. 4. Date of block casting. E. LEED Submittals: 1. Credit MR 4.1 and MR 4.2: Product Data or other documentation from material manufacturer indicating percentages, by weight, of post-consumer and pre-consumer recycled content. Include statement of material costs for each product having recycled content, excluding labor costs for installation. 2. Credit MR 5.1 and 5.2: Product data for regional materials indicating name, physical address and distance in miles (as the crow flies) from Project to the material manufacturer and point of extraction, harvest or recovery for each raw material. Include statement of cost for each regional material and the fraction by weight that is considered regional, excluding labor costs for installation. 1.04 DELIVERY, STORAGE AND HANDLING A. Deliver materials to the site on platforms or pallets. Keep masonry units completely covered and free from frost, ice and snow. Handle masonry units carefully to avoid chipping, breakage, contact with soil or contaminating materials. Protect steel materials from moisture and keep free from rust or scale. Store mortar materials in dry place. Damaged materials shall not be used. B. Maintain protective boards at exposed external corners which may be damaged by construction activities. Provide such protection without damaging completed work. C. Provide temporary bracing during erection of masonry work. Maintain in place until building structure provides permanent bracing. 1.05 TESTING OF CONCRETE MASONRY UNITS A. Test reports for each type of concrete masonry unit shall be submitted to the Architect/Engineer for approval. Testing is to be performed by an independent testing laboratory, in accordance with ASTM C140 and ASTM E514. Reports shall include the following: 1. Compressive strength. 2. Water absorption. 3. Complete identification of units, including size, grade and type. B. If results of test and/or inspections do not meet the requirements of the Contract Documents or are otherwise unsatisfactory, the Contractor shall proceed as directed by the 04220 - 3 Nix Farm Office Building 1243.06 100% Construction Documents Architect/Engineer. Additional costs resulting because of retesting, load testing, removal and replacement of masonry, damage to the work of other trades shall be borne by the Contractor. C. Structural Engineer shall have the right to order tests of any material entering into the masonry work or any other tests deemed necessary to determine whether materials and methods in use are such as to produce work of necessary quality, to order test under load of any portion of completed structure when conditions have been such as to leave doubt as to adequacy of the structure to serve purposes for which it is intended and to order change in proportions or material at Contractor's expense, if work of required quality cannot be obtained with materials and/or proportions furnished by the Contractor. D. Materials or proportions of materials entering into masonry walls shall not be changed, unless approved by the Structural Engineer. Materials from any new source or changes in proportions shall be subject to all required tests, which shall be made at the Contractor's expense. E. Contractor's Responsibilities: 1. Cooperate and provide every assistance to facilitate inspection and testing. 2. Furnish mix designs for mortar and grout prior to commencement of work, submit to the Architect mix designs and test results for each type of grout, all with materials and in proportions proposed to be used in the actual construction. No work shall commence until the mix designs have been reviewed and approved by the Structural Engineer. 3. Furnish materials and labor required to make and handle test specimens at the project site under proposed job conditions. 4. Furnish temporary facilities for field-cured specimens. 5. Advise testing agency sufficiently in advance of operation to allow for completion of quality tests. 1.06 TESTING OF MORTAR AND GROUT A. Mortar: Make one (1) set of three (3) 2" x 4" cylinders for each type of mortar each day that mortar is laid. Break one (1) cylinder at seven (7) days and two (2) at 28 days. 1. Spread mortar on masonry units between 1/2" and 3/4" thick and allow to stand one (1) minute. 2. Remove mortar and place it in a 2" x 4" cylinder in two (2) layers, compressing mortar into cylinder using a flat-end stick or fingers. 3. Lightly tap mold on opposite sides, level off and immediately cover molds and keep them damp until taken to laboratory. 4. Contractor’s Option: Contractor may substitute a prism test of in-place concrete unit masonry construction, in lieu of specified mortar testing, upon prior approval of the Architect/Engineer and Owner. B. Grout: Make one (1) set of three (3) 3" x 3" x 6" high specimens for each type of grout and type of wall where used each day grout is poured. Break one (1) specimen at seven (7) days and two (2) at 28 days. 1. On a flat non-absorbent base, form a space 3" x 3" x 6" high, using masonry units having same moisture condition as those being laid. 2. Line the space with permeable paper or porous separator so that water may pass through the liner into masonry units. 3. Thoroughly mix the grout to obtain fully representative mix and place into molds in two (2) layers. Puddle each layer with 1" x 2" stick to eliminate air bubbles. 4. Level off and immediately cover molds and keep them damp until taken to the laboratory. C. After 48-hour set, remove molds, cap the specimens and place them in fog room until tested in damp condition, in accordance with ASTM C31. D. Test in accordance with ASTM C39. From each set of cylinders, break one (1) at seven (7) days and two (2) at 28 days. E. Reports shall include location and description of wall, dates, weather conditions, temperature of mortar and grout, description of mortar and grout mixes, description of masonry prisms, breaking stresses and nature of break. F. Masonry Preconstruction Prism Testing: 1. Prism Test: For each type of construction required, in accordance with ASTM C1314. 04220 - 4 Nix Farm Office Building 1243.06 100% Construction Documents 2. Current Prism Test: Prisms shall be ungrouted with only face shell bedding and capping. 3. Include mortar and grout proportions used in test specimens. 4. One set of five (5) prisms of each type of unit and each type of masonry assemblage shall be built and tested using the materials and proportions specified for the project. The average of the prisms shall exceed the specified 28-day strength (f’m). As an alternate, a prism test record consisting of at least 30 prism tests may be submitted to substantiate f’m. These prisms shall have been constructed under the observations of and have been constructed with similar materials to these specified for this Project. The average compressive strength of these tests shall exceed 1.33 f’m. G. Special Inspection: Refer to paragraph 3.19 below for requirements. 1.07 ENVIRONMENTAL CONDITIONS A. Maintain materials and surrounding air temperature to minimum 50 F prior to, during and 48 hours after completion of masonry work. B. During freezing or near-freezing weather, provide adequate equipment or cover to maintain a minimum temperature of 50 F and to protect masonry work completed or in progress. C. Protect partially completed masonry against weather when work is not in progress by covering top of walls with strong, waterproof, non-staining membrane. Extend membrane at least 2' down both sides of walls and anchor securely in place. D. Walls which may be exposed to high winds during erection shall be adequately braced until permanent support is provided at floor or roof level immediately above the story under construction. E. Cold Weather Masonry Installation: 1. Do not use frozen materials or materials mixed or coated with ice or frost. 2. Do not use antifreeze compounds, calcium chloride or substances containing calcium chloride in mortar or grout. 3. Do not build on frozen work. Remove and replace masonry work damaged by frost or freezing. 4. Protect masonry being placed from wind with enclosures or shields when air temperature is below 32 F. 5. Do not heat water above 106 F. 6. When mortar or grout materials have been combined, temperature of the mixture shall not be less than 50 F or more than 100 F. 7. Masonry materials shall be preconditioned and completed masonry protected as follows: a. When air temperature is below 40 F and above 32 F, heat mixing water. Protect masonry from rain or snow for 24 hours by means of waterproof covers. b. When air temperature is below 32 F and above 20 F, heat both sand and mixing water. Maintain a temperature of at least 40 F on both sides of walls by means of suitable covers or enclosures for 24 hours. c. When air temperature is 20 F and below, heat sand, mixing water and block and provide heated enclosures. A temperature of at least 40 F shall be maintained within enclosures for 48 hours. d. Periods required for protection and maintenance of specified temperatures may be reduced to 1/2 of those specified herein before if Type III Portland cement is used with the Engineer's approval. F. Hot Weather Masonry Installation: 1. During very hot weather and drying wind, the Architect may order very light fog spray of mortar bedding areas several times during the first 24 hours to prevent premature drying of mortar. 04220 - 5 Nix Farm Office Building 1243.06 100% Construction Documents PART 2 PRODUCTS 2.01 STANDARD PLAIN CONCRETE MASONRY UNITS A. Plain Concrete Unit Masonry: ASTM C90, Grade N, minimum 1,900 psi normal or light-weight, load-bearing units. 1. Size: Nominal 8" high x 16" long face dimension x 8" deep units, unless otherwise indicated. 2. Color: Natural. 3. Integral Water Repellent: Integral polymeric-based water repellent admixture, conforming to ASTM E514 and achieving an E (Excellent) rating, RainBlok by ACM Chemistries, Inc., Norcross, GA, (877) 226-1766, or approved equal. a. None required for plain concrete unit masonry used as structural back-up material in composite wall construction, or for interior walls. b. None required for plain concrete unit masonry where covered with stucco and/or plaster on both faces. B. Appearance: Units shall have smooth, dense, exposed surfaces free of cracks, chips or deleterious matter. C. LEED Design Criteria: 1. Credits MR 4.1 and 4.2, Recycled Content: No minimum, but Contractor to provide information on recycled content. 2. Credits MR 5.1 and 5.2, Local/Regional Materials, Manufactured and Harvested Locally: Contractor to provide information on locally manufactured and locally extracted, harvested or recovered materials, in compliance with Section 01015. D. Approved Manufacturers: 1. Robinson Block Co., Colorado Springs, CO, (719) 390-5477, (800) 284-8037. 2. Basalite Concrete Products LLC, Denver, CO, (303) 292-2345. 3. Powers Masonry Supply, Fort Collins, CO, (970) 484-1292. 4. Trenwyth by Superlite Block, Phoenix, AZ, (800) 331-9823. 5. Manufacturers providing materials of same function, appearance, quality, performance and range of selection, including matching the selected product(s) specified above in the sole opinion of the Architect, are acceptable. 2.02 MASONRY ACCESSORIES A. Flexible Masonry Flashings: Non-reinforced homogenous, waterproof elastomeric sheeting, 20 mil minimum thickness. 1. Tensile Strength: 2200 psi minimum, ASTM D412. 2. Elongation: 250% minimum, ASTM D412. 3. Puncture Resistance: 200 lbs. minimum. 4. Flashing shall retain flexibility to a temperature of -20 F minimum. 5. Materials and adhesive shall be as recommended by the manufacturer for the particular application. 6. Approved Manufacturer: Vi-Seal Plastic Flashing by AFCO Products, Inc., Somerville, MA, (800) 397-2687, or approved equal. B. Weeps: Cotton sash cord or other prefabricated material intended to create weeps. PART 3 EXECUTION 3.01 PREPARATION, COORDINATION AND WORKMANSHIP A. Masonry Installer shall inspect the concrete foundations, slabs or other substrates and conditions where concrete unit masonry work is scheduled, and notify Contractor in writing of any condition that might be detrimental to the structural stability, weathertightness or appearance of the finished installation. Do not proceed with installation until such defects have been corrected to the satisfaction of the Installer. B. Ensure items built-in by other trades for this work are properly located and sized. 04220 - 6 Nix Farm Office Building 1243.06 100% Construction Documents C. Establish all lines, levels and coursing. Protect from disturbance. Place concrete unit masonry in accordance with lines and levels indicated on the Drawings. D. Ensure masonry courses are of uniform height. Make vertical and horizontal joints equal and of uniform thickness. E. Ensure that minimum 1" air space between masonry veneer units and composite wall rigid board insulation, wall sheathing or masonry backup construction is maintained. F. Chases and recesses shall be built in and not cut in. Provide not less than 16" of masonry between chase or recess and jamb of openings and between adjacent chases and recesses. G. Unfinished masonry walls shall be stepped back for joining with new work. Do not tooth. H. Cutting and fitting of masonry, including that required to accommodate the work of other Sections, shall be done by masonry mechanics with masonry saws. I. Bearing for horizontal load-carrying members shall be of grouted masonry as shown on the Drawings. If no detail is shown, bearing under beams shall consist of grouted masonry at least 8" x 16" in plan and 16" deep. J. Mask or otherwise protect doors and frames, louvers, mechanical and electrical equipment and other miscellaneous accessories not scheduled to receive masonry sealers prior to application of spray- or brush-applied sealers. 3.02 CURING OF MASONRY UNITS A. General: Concrete masonry units shall be cured for minimum of 28 days from the date of casting before being delivered to the site and installed in masonry walls. Consult with Rocky Mountain Masonry Institute as necessary. B. Certification: Provide written certification or other documentation attesting to date of block casting, as specified in paragraph 1.03 above. 3.03 INSTALLATION OF MASONRY FLASHINGS A. General: Install masonry flashings in locations specified herein as shown on the Drawings. Place flashings, filter fabric and other cavity drainage materials in accordance with manufacturer's instructions and recommendations and as detailed on the Drawings. B. Cavity Filter Fabric and Drainage Course: Drape cavity filter fabric above weep level in accordance with manufacturer's requirements and recommendations. Place cavity filler in filter fabric. C. Place weep holes through bottom course of single wythe veneer, single wythe structural, composite or cavity wall masonry construction as shown on the Drawings, but in no case to exceed 48" o.c. Form weep holes with specified cotton sash cord or other approved material (full height, full depth of head joints), spaced as specified. Coordinate with Architect in the field as necessary. A. Composite Wall Construction: Extend flashings through concrete block masonry, roll up face of concrete block masonry or concrete back-up construction minimum 6" and bed into mortar joint of concrete block as shown on the Drawings. Lap end joints minimum 6" and seal watertight. Use flashing manufacturer's recommended adhesive. B. Cavity Wall Construction: Refer to Section 04210, Brick Masonry, for installation of thru-wall flashings for cavity wall construction. C. Rainscreen Veneer Wall Construction: Extend flashings through concrete block veneer masonry, roll up face of ICF rigid board insulation, air barrier membrane or other back-up construction minimum 6" and bed into mortar joint of concrete block as shown on the Drawings. Lap end joints minimum 6" and seal watertight. Use flashing manufacturer's recommended adhesive. D. Wall, Parapet and Column Caps: Install masonry flashings over top of all brick walls, full depth or dimension of wall or cap, directly below precast concrete cap units, concrete unit masonry wall caps or stone cap units. 3.04 INSTALLATION OF CONCRETE UNIT MASONRY A. Refer to Section 04100, Mortar, for installation and workmanship requirements for mortar and grout mixes. 04220 - 7 Nix Farm Office Building 1243.06 100% Construction Documents B. Ensure that concrete masonry units have properly cured prior to installation, as specified in 3.02 above. C. Masonry Veneer: Install specified rigid galvanized wall ties anchored to wood stud framing as shown on the Drawings at the following spacing: 1. Vertically: 16" o.c. maximum. 2. Horizontally: 24" o.c. maximum. D. Masonry Veneer Composite or Cavity Wall Reinforcement: Install ladder- or truss-type horizontal reinforcing and 2-piece composite adjustable tab reinforcing as specified in paragraph 3.07 below. E. Lay masonry veneer units offset on foundation wall or brick ledge as required to maintain minimum 1" air space between masonry units and structural concrete unit masonry back-up, composite wall rigid board insulation or wall sheathing. 1. Keep air space free from excess mortar. 2. Maintain continuous vent through soffit or other construction at top of air space in composite or cavity wall construction, as shown on the Drawings. F. Lay, level and align corner units first. Lay concrete unit masonry in running (stack) bond, unless otherwise shown on the Drawings or specified herein. Course one (1) block unit and mortar joint to equal 8" vertically. Lay external and internal courses as shown on the Drawings. G. Lay first course of concrete unit masonry in full bed of mortar, except at locations of filled cores. Lay subsequent courses in face-shell mortar bedding properly jointed with other work. Fully mortar webs around each core to be grouted. Fully bond external and internal corners and intersections. 1. Provide 4" high starter course where shown on the Drawings. 2. Masonry Veneer: External corners shall be fully bonded, minimum 4" (8") return. Mitered corners are not acceptable. H. Align cells to be filled with grout to provide continuous, unobstructed vertical space. I. Perform job site cutting of masonry units with proper power tools to provide straight, true and unchipped edges. 1. Cut masonry units forming gable ends accurately to form straight and uniform gable lines. J. Do not shift or tap masonry units after mortar has taken initial set. Where adjustment must be made, remove mortar and replace. K. Where knock-out bond beams are specified, place wire mesh in joints below bond beam to stop flow of grout, except at reinforced vertical cells. L. Remove excess mortar and projections. Take care to prevent breaking block corners. Clean excess mortar from cores to be grouted. M. Tolerances: Maximum variation from masonry unit to adjacent masonry unit: 1/8". N. Tooling and Joints: Refer to paragraph 3.06. O. Elevator Hoistway: In addition to the specified installation requirements in this Section, adhere to all of the elevator manufacturer's written instructions and recommendations for concrete unit masonry hoistway construction. 3.05 MORTAR BEDDING AND JOINTS A. Head joints shall be well buttered for thickness equal to face shell of unit and shall be shoved tightly so that mortar bonds well to both units. Do not slush head joints. B. Hollow Concrete Masonry Units: Lay with full mortar coverage over horizontal and vertical face shells. C. Starting Joint: Provide full mortar coverage on bed, except that area where grout occurs shall be kept free from mortar. D. Mortar protrusions extending more than 3/8" into cells or cavities to be reinforced and/or filled, or into air space for veneer masonry, shall be removed. E. Joint width shall be 3/8", unless otherwise shown. F. Non-Bearing Walls: Provide masonry bond at all corners. Except at bonded corners, walls shall be tied together with strips of wire mesh placed not more than 16" o.c. vertically. 04220 - 8 Nix Farm Office Building 1243.06 100% Construction Documents 3.06 TOOLING A. Exposed Joints: Tool joints as scheduled. Rake out mortar in preparation for application of caulking or sealants where required. 1. Exterior Face of Ground-Face Units: Tooled concave (Raked) joints. 2. Exterior Face of Split-Face Units: Tooled concave joints. 3. Exterior Face of Exterior Walls: Tooled concave (Raked) joints for all masonry unit types. 4. Interior Face of Exterior Walls: Tooled concave joints. 5. Both Faces of Interior Walls: Tooled concave joints. 6. Elevator Hoistway: As required by the elevator manufacturer’s specifications. B. Concealed Joints: Cut joints flush, unless otherwise shown. C. Joints to be covered with paint shall be filled flush and then sacked to produce dense surface without sheen. D. Joints which are not tight at the time of tooling shall be raked out, pointed and then tooled. E. Weeps: (Optional) When mortar has reached proper consistency, remove cotton sash cord material to form smooth, dense weep holes. 3.07 INSTALLATION OF HORIZONTAL JOINT REINFORCEMENT A. General: Reinforce all walls with continuous ladder- or truss-type horizontal joint reinforcement, unless specifically shown otherwise. Provide special shapes where shown on the Drawings. Lap reinforcement minimum 6" at splices. B. At each level, place reinforcement in bed joint between first and second course and then at regular intervals not exceeding 16" o.c. vertically. C. Place reinforcement so that longitudinal wires are located over face-shell mortar beds and are fully embedded in mortar for their entire length with minimum mortar cover of 5/8" on exterior side of walls and 1/2" at other locations. D. Composite Wall Reinforcing with Adjustable Tabs: Place truss reinforcing in structural concrete unit masonry wythe as specified above, and so that welded eyes project into wall cavity. Install double hook tabs in veneer wythe, interlocked in eyes. Ensure free vertical movement of tabs. 1. Composite Wall Veneer Course: Install ladder- or truss-type horizontal reinforcing in veneer course at 16" o.c., staggered 8" from adjustable structural wall reinforcing. E. Cavity Wall Construction: Ensure that cavity wall horizontal reinforcement has been properly installed and anchored in structural sheathing and/or structural steel stud (or wood stud) framing or blocking. 1. Vertically: 16" o.c. 2. Horizontally: 24" o.c. F. Rainscreen Veneer Wall Reinforcing with Adjustable Tabs: Place truss reinforcing on structural back-up wall construction as specified above, and so that welded eyes project into wall cavity. Install double hook tabs in veneer wythe, interlocked in eyes. Ensure free vertical movement of tabs. 1. Rainscreen Veneer Course: Install ladder- or truss-type horizontal reinforcing in veneer course at 16" o.c., staggered 8" from adjustable structural wall reinforcing. G. Bed Joints Between Concrete Unit Masonry and Brick/Stone Masonry: Install ladder- or truss- type horizontal reinforcing at all bed joints of dissimilar masonry materials, rake joint and install caulking or sealant. H. Unless otherwise shown, provide reinforcement in first and second bed joints immediately above and below openings or recesses in walls. Reinforcement shall extend minimum 24" beyond end of sills or lintels or to end of panel if distance to end of panel is less than 24". I. Use only prefabricated "L" and "T" units at corners and intersections, respectively. J. Do not bridge control and expansion joints with reinforcement, unless shown on the Drawings. K. Stack Bond Masonry: Provide continuous prefabricated joint reinforcement, embedded in the horizontal mortar beds at vertical intervals not to exceed 16", unless otherwise shown. 04220 - 9 Nix Farm Office Building 1243.06 100% Construction Documents 3.08 INSTALLATION OF VENEER TIES A. General: Install corrugated masonry veneer tie to solid wall sheathing or other substrate at spacing specified in paragraph 3.03 above. 3.09 INSTALLATION OF REINFORCING BARS A. Reinforcing bars shall be straight, except for bends around corners and where bends or hooks are detailed. Bars partially embedded in masonry shall not be field-bent, except as shown on the Drawings or specifically permitted by the Structural Engineer. B. Bars shall be free of loose rust, mud, oil or other coatings that would destroy or reduce bond. C. Splices shall be made only at locations shown on the Drawings or where specifically permitted by the Structural Engineer. Bars shall be lapped as specified in the Structural Drawings and be separated by 1 bar diameter or wired together. D. Reinforcement shall be accurately placed into position indicated on the Drawings using reinforcing bar positioners and secured rigidly against displacement within a tolerance of 1/4". E. Vertical reinforcing shall have a minimum clearance of 1/2" from masonry and not less than 1 bar diameter between bars. F. Vertical reinforcing shall be placed in masonry cores as shown or specified on the Drawings, including but not limited to the following locations: 1. Load-bearing masonry walls, reinforcing bars spaced as indicated on the Drawings. 2. Cores of all external and internal corners. 3. Cores in jambs of all door and window openings in load-bearing walls. 4. Cores in jambs of all gates in trash/recycling enclosures. 5. Cores below bearing of structural members, as indicated on the Drawings and specified in paragraph 3.01 above. 6. Cores in runs of load-bearing walls not to exceed 48" o.c., if not otherwise shown or indicated on the Drawings. G. Horizontal bars shall be placed in continuous masonry courses, consisting of bond-beam or through-block units and shall be solidly grouted in place. H. When foundation dowel does not line up with a vertical unit core, it shall not be sloped more than 1 horizontal in 6 vertical. Dowel shall be grouted into core in vertical alignment, even though it is in an adjacent cell to vertical wall reinforcing. 3.10 GROUTING OF MASONRY UNITS A. General: Grout cells of hollow concrete unit masonry where indicated on the Drawings or required by project conditions, including but not limited to the following locations: 1. All vertical cells to be reinforced as indicated on the Drawings or specified herein. 2. All horizontal cells of bond beam or lintel beam units as indicated on the Drawings or specified herein. 3. Type I F.R. Construction: All vertical cells in exterior, load-bearing walls shall be grouted solid, whether reinforced or not. 4. Shear Walls: All vertical cells in exterior and/or interior shear walls shall be grouted solid, whether reinforced or not. 5. Walls Supporting Fixtures: Non-bearing walls supporting wall-hung toilet fixtures or other equipment or accessories shall be fully grouted at cores containing anchorage devices. 6. Interior Security Walls: All cores shall be grouted solid whether reinforced or not. B. When laying masonry units, extreme care shall be taken to prevent excess mortar from squeezing out and falling into air space or cells to be grouted or sand-filled. Mortar which projects more than 3/8" into grout space shall be removed. C. Grout shall be puddled or vibrated in place. D. To control area to be grouted, use metal lath or masonry dam. Do not use paper or wood. E. Pour grout into horizontal members at maximum 48" o.c. F. Grouting of beams over openings shall be done in one (1) continuous operation. G. Vertical cells containing reinforcement and cells of walls scheduled to be filled shall be grouted solidly. Pours shall be stopped 1-1/2" below top of course, except at top of wall, to 04220 - 10 Nix Farm Office Building 1243.06 100% Construction Documents form a key at pour joints. Provide clean-out openings at bottom of each pour for inspection. H. Grouting Masonry of Hollow Units: Walls shall be erected and grouted in lifts not higher than 8'. Vertical cells to be filled shall have vertical alignment and shall have clear unobstructed cell area of at least 2" x 3". I. Grout Spaces Less Than 2" in Width: Walls shall be grouted in heights of less than 8" or six (6) times the grout joint thickness, whichever is less. Pour grout up to 1" from top of lower wythe. One (1) wythe of wall shall be laid up higher than the other, but not more than 16". Grout joint shall be at least 1" wide and shall be filled solidly with grout. J. Grout Spaces 2" or More in Width: Grout space must be cleaned and inspected before grouting. Wall shall be grouted in heights of 2' or less for spaces less than 4" wide and in heights of 4' or less for spaces 4" or wider. 3.11 CLEANING AND PROTECTION A. General: All new and/or existing concrete unit masonry, where exposed to view in the completed work and not scheduled to be painted, shall be thoroughly cleaned upon completion of the work. B. Adhere to the following procedures for cleaning concrete unit masonry. Never clean concrete unit masonry before mortar has set, minimum 14 days. 1. Dry clean wall with wood paddles or scrapers, removing large particles of mortar. 2. Presoak wall with clean water, scrub with a solution of 1/2 cup trisodium phosphate and 1/3 cup household detergent to one gallon of water. Scrub with a stiff fiber brush only. 3. Thoroughly rinse with clean, low-pressure water immediately after scrubbing to remove all cleaning solution, dirt, and mortar crumbs. Water pressure shall not exceed 500 psi. C. Clean soiled surfaces exposed to view using a non-acidic solution which will not harm masonry or adjacent materials. Consult masonry manufacturer for acceptable cleaners. Use non- metallic tools in cleaning operations. Leave surfaces prepared for further sealers or coatings, if specified. D. Remove and replace any chipped or broken concrete masonry units. Remove excess mortar and smears upon completion of masonry work. Point or replace defective mortar to match adjacent work. 3.12 FIELD QUALITY CONTROL A. General: Installation of masonry units, mortar and grout, special curing and workmanship of joints shall be in accordance with the standards approved in the sample panel. B. All concrete unit masonry units shall be sound and free of cracks or other defects that may interfere with the proper placing of the unit or impair the strength or performance of the construction. C. Where masonry units are to be exposed in the completed construction, the face or faces that are exposed shall be free of chips, cracks or other imperfections to the satisfaction of the Architect, except that chips not larger than 1/4" will be considered acceptable. D. Contractor shall promptly remove any rejected masonry units or portions of the work and replace to match the quality of the approved sample panel. E. Special Inspection: Special inspection shall be performed for compliance with drawings and standards cited herein. Special inspection shall include the following: 1. Observe preparation of all masonry prisms and preparation of all grout and mortar specimens. 2. Verify all embedded bolts, plates and dowels are installed, are the correct size, have the proper embedment, and are otherwise as specified. 3. Verify masonry units, reinforcement, cement, lime, aggregate and all other materials meet the requirements of the contract documents. Verify all materials are properly stored. 4. For masonry constructed by low-lift grouting techniques, observe the following at least two (2) times each day that masonry construction is in progress (low-lift grouting is grouting which does not require clean-outs): 04220 - 11 Nix Farm Office Building 1243.06 100% Construction Documents a. Observe proportioning, mixing and placing of mortar and grout. Observe cleanliness of grout cavities. Observe placement of masonry units including construction details, procedures and workmanship. Observe grout consolidation and reconsolidation. b. Observe type, size and location of reinforcing, ties and accessories. Observe placement, splice locations and splice lengths. 5. For masonry construction by high-lift grouting techniques, observe the following (high- lift grouting is grouting which requires clean-outs): a. Observe proportioning, mixing and placing of mortar including provision for removal of mortar fins from inside of cells to be grouted. b. Observe placement of masonry units including construction details, procedures and workmanship. Observe the size and location of clean-out openings. c. Observe type, size and location of joint reinforcing, ties and accessories. d. The above shall be observed at least once each day that masonry construction is in progress. e. Immediately prior to the closing of clean-out openings for each section of masonry to be grouted, verify the following: 1) Verify all cells to be grouted are free of obstructions (including mortar fins) which would inhibit proper placement and consolidation of grout. 2) Verify bottom of all cells to be grouted have been thoroughly cleaned of all loose mortar and debris. 3) Verify proper size, type and placement of all reinforcement in cells to be grouted. Verify reinforcement location, length of splices and provision for maintaining proper position of reinforcing during grouting. f. Continuously observe all grouting operations to verify proper slump, consolidation and reconsolidation of grout, proper height of each grout lift, and elapsed time between placement of successive lifts. 3. Daily reports of all special inspections shall be prepared and distributed as specified in Section 01400, Quality Control, with 48 hours of the time the inspections were made. Provide other reports as required by the governing building code. PART 4 SCHEDULES 4.01 EXTERIOR INSTALLATION SCHEDULE A. General: Install specified concrete unit masonry units as shown on the Drawings and/or in the following exterior locations: 1. Exterior Load-Bearing Walls: 8" thick plain concrete unit masonry as structural backup in column pilaster construction. END OF SECTION 04400 - 1 Nix Farm Office Building 1243.06 100% Construction Documents SECTION 04400 STONE MASONRY PART 1 GENERAL 1.01 WORK INCLUDED A. Furnish and install cut sandstone veneer and other details as shown on the Drawings, including mortar, ties, anchors and accessories. B. Furnish and install flexible masonry flashings and create weepholes in veneer and/or composite wall construction. C. Install architectural precast concrete caps/sills, unless arranged for otherwise. D. Related work specified elsewhere: 1. Section 01015, LEED Requirements. 2. Section 01030, Alternates. 3. Section 01714, Construction Waste Management and Removal. 4. Section 04100, Mortar and Masonry Grout. 1.02 QUALITY ASSURANCE A. Reference Standards: Conform to the current requirements of applicable portions of standards, codes and specifications, except where more stringent requirements are shown or specified. 1. ASTM E514: Standard Test Method for Water Penetration and Leakage Through Masonry. 2. Applicable provisions of the codes referenced in Section 01060, or as adopted by any jurisdiction with authority over this Project. B. All stone masonry work shall be in accordance with the recommendations and standards of the Indiana Limestone Institute and/or the American Standards Association, as applicable. C. Installer shall have five (5) years successful experience installing stone on projects of similar scale and complexity. D. LEED Compliance: Refer to Section 01015 for submittal and documentation requirements. 1.03 SUBMITTALS A. Submit name of installer and quarry from which stone will be received for approval by the Owner. B. Shop Drawings for Veneer Panels: Submit shop drawings for fabricated Indiana Limestone veneer panels, indicating all panel sizes, shapes, dimensions, finishes, anchorages and attachments, and location of panels in the structure. C. Engineered Structural Calculations: Submit engineered structural calculations, stamped by a professional engineer licensed in the State of Colorado, for all stainless steel anchors, dowels and pins to be used to support and anchor the new Indiana Limestone veneer panels. D. Shop Drawings: Submit shop drawings indicating dimensions of stone units, types of cuts, face texture and installation details. E. Samples: Submit 12" x 12" x 1" thick minimum sample board of each specified stone material for approval before delivery to the site. Alternately, submit multiple individual stone pieces, 12" x 6" x 2" thick minimum. Samples shall include shapes, sizes and kinds in sufficient number to show full range of size, color, cut and texture of each type of stone specified. Final approval shall be by the Architect. F. Sample Panel: Refer to Section 04210 or 04220 for sample panel requirements. G. Sample Panel: Erect minimum 2'-0" high x 4'-0" wide sample panel consisting of approved stone masonry (concrete unit masonry and architectural precast concrete) that satisfactorily shows proposed color range, texture, bond, mortar and workmanship, including special coursing. 1. Sample panel shall show an external corner condition and one partial/full "punched" window condition with precast concrete header unit. 04400 - 2 Nix Farm Office Building 1243.06 100% Construction Documents 2. Contractor shall not continue work until Architect and Owner's representative have accepted sample panel. 3. Sample panel shall remain on site until work of this Section is complete and will be used as standard of comparison for balance of work. 4. Sample panel may be constructed as a part of the permanent building construction if approved by the Architect. H. LEED Submittals: 1. Credit MR 4.1 and MR 4.2: Product Data or other documentation from material manufacturer (for anchors, pins, ties, etc.) indicating percentages, by weight, of post- consumer and pre-consumer recycled content. Include statement of material costs for each product having recycled content, excluding labor costs for installation. 2. Credit MR 5.1 and 5.2: Product data for regional materials indicating name, physical address and distance in miles (as the crow flies) from Project to the material manufacturer and point of extraction, harvest or recovery for each raw material. Include statement of cost for each regional material and the fraction by weight that is considered regional, excluding labor costs for installation. 1.04 DELIVERY, STORAGE AND HANDLING A. Deliver stone material to the site on platforms or pallets. Keep stone completely covered and free from frost, ice and snow. Handle stone carefully to avoid chipping, breakage, contact with soil or contaminating materials. Store mortar materials in dry place. Damaged materials shall not be used. 1.05 ENVIRONMENTAL CONDITIONS A. Maintain materials and surrounding air temperature to minimum 50 F prior to, during and 48 hours after completion of stone work. B. During freezing or near-freezing weather, provide adequate equipment or cover to maintain a minimum temperature of 50 F and to protect stone work completed or in progress. C. Protect partially completed stone masonry against weather when work is not in progress by covering top of walls with strong, waterproof, non-staining membrane. Extend membrane at least 2' down both sides of walls and anchor securely in place. D. Cold Weather Installation: 1. Do not use frozen materials or materials mixed or coated with ice or frost. 2. Do not use anti-freeze compounds, calcium chloride or substances containing calcium chloride in mortar or grout. 3. Do not build on frozen work. Remove and replace work damaged by frost or freezing. 4. Do not heat water above 106 F. 5. When mortar or grout materials have been combined, temperature of the mixture shall not be less than 70 F or more than 100 F. 6. Materials shall be preconditioned and protected as follows: a. When air temperature is below 40 F and above 32 F, heat mixing water. Protect masonry from rain or snow for 24 hours by means of waterproof covers. b. When air temperature is below 32 F and above 20 F, heat both sand and mixing water. Maintain a temperature of at least 40 F on both sides of walls by means of suitable covers or enclosures for 24 hours. c. When air temperature is 20 F and below, heat sand, mixing water and block and provide heated enclosures. A temperature of at least 40 F shall be maintained within enclosures for 48 hours. d. Periods required for protection and maintenance of specified temperatures may be reduced to 1/2 of those specified herein before if Type III Portland cement is used with the Engineer's approval. E. Hot Weather Installation: 1. During very hot weather and drying wind, the Architect may order very light fog spray of mortar bedding areas several times during the first 24 hours to prevent premature drying of mortar. 04400 - 3 Nix Farm Office Building 1243.06 100% Construction Documents PART 2 PRODUCTS 2.01 SANDSTONE MATERIALS A. Sandstone: Native Colorado Sandstone in accordance with standards of the American Standards Association. 1. Finish: Faced rough ashlar cut on exposed surfaces; roughly smooth on seating surface of benches. Stone with broken or fractured surfaces shall be rejected. 2. Color(s): Natural buff and rose in a ratio of 4 to 1 (buff to rose). The Architect and Owner retain the right to modify this mix ratio after review of the sample panel. 3. Depth Range: 4" to 5". 4. Height Range: 2" to 12". 5. Length Range: 12" to 30". B. LEED Design Criteria: 1. Credits MR 5.1 and 5.2, Local/Regional Materials, Manufactured and Harvested Locally: Contractor to provide information on locally manufactured and locally extracted, harvested or recovered materials, in compliance with Section 01015. C. Approved Quarries: 1. Arkins Park Stone Quarries, Masonville, CO. 2. Loukonen Brothers, Lyons, CO. 3. Other quarries meeting the requirements of this paragraph are acceptable as approved by the Architect prior to bidding. 2.02 MORTAR A. Cement: All cement shall be Portland cement as specified in Section 04100. B. Mortar Mix: Refer to Section 04100 for specified mortar mixes. 2.03 STONE MASONRY ACCESSORIES A. Stone Masonry Veneer Ties at Composite Walls with Rigid Insulation: #75 POS-I-TIE Veneer Anchoring System by Heckmann Building Products, or equal. B. Stone Masonry Veneer Ties and Reinforcing: C. Dovetail Masonry Anchors and Slots: Refer to Section 03250. D. Anchors: Furnish and set all stainless steel anchors, rods, ties and dowels. Provide specific anchors as shown on the Drawings, or as recommended by the manufacturer for specific project conditions. 1. Split Bend Stone Anchor: #145 by Heckmann as basis of design. a. 1-1/2" wide x 2-1/2" long x 1/8" thick x 1" bend x 1" split bend. b. 1-1/2" wide x 3-3/4" long x 1/8" thick x 1" bend x 1" split bend. 2. U-Type Anchor Rod: #163 by Heckmann as basis of design. a. 2" long x 1/4" diameter x 3/4" bend x 3/4" bend. 3. Spring-Loaded Dowels: #355 by Heckmann as basis of design. a. 1" long x 3/8" diameter with spring to extend 1" beyond dowel. 4. Dowels: #155 by Heckmann as basis of design. a. 2" long x 3/8" diameter. b. 3" long x 1/2" diameter. 5. Screw-On Split Bend Anchors: #274 by Heckmann as basis of design. a. 1-1/2" wide x 1-1/2" long x 1/8" thick x 1-1/2" bend with 7/16" hole size x 1" split bend length. b. 1-1/2" wide x 4-1/2" long x 1/8" thick x 1-1/2" bend with 7/16" hole size x 1" split bend length. 6. Approved Manufacturers: a. Heckmann Building Products, Inc., Melrose Park, IL, (800) 621-4140, as basis of design. b. Manufacturers providing products of same function, design, quality and performance are acceptable. 04400 - 4 Nix Farm Office Building 1243.06 100% Construction Documents E. Flexible Masonry Flashings: Non-reinforced homogenous, waterproof elastomeric sheeting, 20 mil minimum thickness. 1. Tensile Strength: 2200 psi, minimum, ASTM D412. 2. Elongation: 250%, minimum, ASTM D412. 3. Puncture Resistance: 200 lbs. minimum. 4. Flashing shall retain flexibility to a temperature of -20F minimum. 5. Materials and adhesive shall be as recommended by the manufacturer for the particular application. 6. Approved Manufacturer: Vi-Seal Plastic Flashing by AFCO Products, Inc., Somerville, MA, (800) 397-2687, or approved equal. F. Weeps: Cotton sash cord or other prefabricated material intended to create weeps. G. LEED Design Criteria: 1. Credits MR 4.1 and 4.2, Recycled Content: No minimum requirement, but Contractor to provide information on recycled content. PART 3 EXECUTION 3.01 INSPECTION AND PREPARATION A. Stone Masonry Installer shall check all lines and levels and verify existing conditions prior to commencing work of this Section. Notify the Contractor in writing of any conditions or discrepancies which may affect the successful installation of the stone masonry work. Do not begin work until conditions are corrected in a manner acceptable to the Installer. B. Ensure items built-in by other trades for this work are properly located and sized. C. Establish all lines, levels and coursing. Protect from disturbance. Place stone masonry in accordance with lines and levels indicated on the Drawings. D. Ensure that minimum 1" air space between masonry veneer units and wall sheathing, composite wall rigid insulation or masonry backup construction is maintained. E. Ensure that cast-in reglets or dovetail masonry anchor slots have been properly located and installed. F. Mask or otherwise protect doors and frames, louvers, mechanical and electrical equipment and other miscellaneous accessories not scheduled to receive masonry sealers prior to application of spray- or brush-applied sealers. G. Clean and dry all stone units and veneer panels prior to installation. 3.02 INSTALLATION OF MASONRY FLASHINGS A. General: Install masonry flashings in locations specified herein or as shown on the Drawings. B. Place flashings in accordance with manufacturer’s instructions and recommendations and as detailed on the Drawings. C. Place weepholes through bottom course of stone masonry veneer construction as shown on the Drawings, minimum 2" high and spaced as specified. Coordinate with Architect in the field as necessary. D. Composite Wall Construction: Refer to Section 04220, Concrete Unit Masonry, for installation of thru-wall flashings for composite wall construction. E. Wall, Parapet and Column Caps: Install masonry flashings over top of all brick walls, full depth or dimension of wall or cap, directly below precast concrete cap units, brick wall caps or stone cap units. F. Bench Seat Slabs: Install masonry flashings over top of concrete (concrete unit masonry) bench substrate, full depth or dimension of bench. G. Trim flashing maximum 1/2" beyond edge of vertical wall surface. 3.03 INSTALLATION OF VENEER TIES A. General: Install corrugated masonry veneer tie to steel columns at regular intervals not to exceed 16" o.c. both ways over the face of the masonry. 04400 - 5 Nix Farm Office Building 1243.06 100% Construction Documents B. General: Install two-component, composite wall and veneer reinforcing as specified in Section 04220. 3.04 INSTALLATION OF STONE MASONRY A. Refer to Section 04100, Mortar, for installation and workmanship requirements for mortar and grout mixes. B. Lay, level and align corner units first. Lay stone masonry in running bond, unless otherwise shown on the Drawings or specified herein. Course one (1) unit and mortar joint to equal 8" vertically. Lay external and internal courses as shown on the Drawings. C. Lay stone masonry veneer units offset on foundation wall or brick ledge as required to maintain minimum 1” air space between masonry units and wall sheathing. 1. Keep air space free from excess mortar. D. Field Stone (Washed River Rock): Coursing shall be random, terminating in level course at top of veneer wainscot or wall cap conditions. Lay first course of stone masonry in full bed of mortar. Lay subsequent courses in mortar bedding properly jointed with other work. Fully bond external and internal corners and intersections. Joints shall be 3/8" average width, subject to approval by the Architect in the sample panel. E. Bench Seating Slabs: Lay slab units in full bed of mortar, width as recommended by mason and approved by the Architect, over specified masonry flashings. Ensure continuous and uniform support of slabs over substrate construction. F. Ensure that courses are of uniform height. Make vertical and horizontal joints equal and of uniform thickness to match existing. G. Tolerances: Maximum variation from stone unit to adjacent stone unit to be 3/32". H. Joint width shall be 3/8" (nominal) to match balance of masonry work, unless otherwise shown. I. Do not shift or tap stone units after mortar has taken initial set. Where adjustment must be made, remove mortar and replace. 3.05 MORTAR BEDDING AND JOINTS A. Head joints shall be well buttered for thickness equal to 1/2 face dimension of unit or panel and shall be shoved tightly so that mortar bonds well to both units. B. Mortar protrusions extending more than 3/8" into air space for veneer masonry shall be removed. C. Joint Width: As specified above. 3.06 TOOLING A. Exposed Joints: Tool joints as scheduled. Rake out mortar in preparation for application of caulking or sealants as required. 1. Exterior Face of Exterior Walls: Tooled (Raked) joints (to match existing). B. Concealed Joints: Cut joints flush, unless otherwise shown. C. Exposed Bench Seat Slab Joints: Tool joints as raked joints, except exposed horizontal joints shall be cut flush. D. Joints which are not tight at the time of tooling shall be raked out, pointed and then tooled. 3.07 CUTTING AND FITTING A. Cut and fill for chases, pipes, conduit sleeves and other items as required. Cooperate fully with other Sections to ensure correct size, shape and location. B. Obtain Architect's approval prior to cutting or fitting any area which is not indicated on the Drawings or which may impair appearance or strength of masonry work. 3.08 INSTALLATION OF PRECAST CONCRETE WALL CAPS, LINTELS AND COPING UNITS A. General: Install miscellaneous architectural precast concrete units, furnished by others, as shown on the Drawings, unless arranged for otherwise. Refer to Section 03450. 04400 - 6 Nix Farm Office Building 1243.06 100% Construction Documents B. Bearing: Unless otherwise shown, provide minimum bearing of 6" for openings less than 6'-0" wide and 8" for wider openings. C. Place control joint materials in accordance with manufacturer’s written instructions, recessed in joint for caulking as specified in Section 07900. 3.09 CLEANING AND PROTECTION A. General: All new stone masonry shall be thoroughly cleaned upon completion of the work. B. Remove and replace any broken or fractured stone units. Remove excess mortar and smears upon completion of work. Point or replace defective mortar to match adjacent work. C. Smooth Planer Finished Veneer Panels: Minor cracking, chips, and spalls less than 1/4" in any dimension which occur during transit, delivery, handling, storage and installation will be permitted if they are not detrimental to the final appearance, in the sole opinion of the Architect and Owner. No unsightly imperfections or structural defects will be permitted. D. Clean soiled surfaces exposed to view using a non-acidic solution which will not harm stone or adjacent materials. Consult manufacturer for acceptable cleaners. Use non-metallic tools in cleaning operations. Leave surfaces prepared for further sealers or coatings, if specified. E. Restoration and Preservation Projects: Refer to Section 04210, Brick Masonry, for additional requirements for cleaning original stone masonry. 3.10 FIELD QUALITY CONTROL A. General: Installation of stone masonry units, mortar and grout, and workmanship of joints shall be in accordance with the standards approved in the sample panel. B. All stone masonry units shall be sound and free of cracks or other defects that may interfere with the proper placing of the unit or impair the strength or performance of the construction. C. Face or faces that are exposed shall be free of chips, cracks or other imperfections to the satisfaction of the Architect, except that chips not larger than 1/4" will be considered acceptable. D. Contractor shall promptly remove any rejected stone units or portions of the work and replace to match the quality of the approved sample panel. END OF SECTION 04430 - 1 Nix Farm Office Building 1243.06 100% Construction Documents SECTION 04430 SIMULATED STONE MASONRY PART 1 GENERAL 1.01 WORK INCLUDED A. Furnish and install non-load bearing, synthetic simulated stone masonry veneer, including field units, lintel/header and sill units and other special shapes, mortar, stucco paper weather barrier, metal lath, stucco scratch coat and accessories. B. Clean simulated stone masonry and remove surplus material and waste. C. Related work specified elsewhere: 1. Section 01015, LEED Requirements. 2. Section 01714, Construction Waste Management and Removal. 3. Section 04100, Mortar. 4. Section 04220, Concrete Unit Masonry. 1.02 QUALITY ASSURANCE A. Reference Standards: Conform to the current requirements and recommendations of applicable portions of standards codes and specifications, except where more stringent requirements are shown or specified. 1. ASTM C170, Compressive Strength, Dimensional Stone Method. 2. ASTM C67, Compressive Strength, Brick Method. 3. ASTM C97, Absorption and Density. 4. ASTM C99, Modulus of Rupture. 5. ANSI A-41.1, Building Code Requirements for Masonry. 6. International Building Code, current edition. 7. UL, Underwriter's Laboratories, Inc. 8. Applicable provisions of the codes referenced in Section 01060, or as adopted by any jurisdiction with authority over this Project. B. LEED Compliance: Refer to Section 01015 for submittal and documentation requirements. 1.03 TESTING OF MORTAR A. Mortar: Make one (1) set of three (3) 2" x 4" cylinders for each type of mortar each day that mortar is laid. Break one (1) cylinder at seven (7) days and two (2) at 28 days. 1. Spread mortar on masonry units between 1/2" and 3/4" thick and allow to stand one (1) minute. 2. Remove mortar and place it in a 2" x 4" cylinder in two (2) layers, compressing mortar into cylinder using a flat-end stick or fingers. 3. Lightly tap mold on opposite sides, level off and immediately cover molds and keep them damp until taken to laboratory. B. After 48-hour set, remove molds, cap the specimens and place them in fog room until tested in damp condition, in accordance with ASTM C31. C. Test in accordance with ASTM C39. From each set of cylinders, break one (1) at seven (7) days and two (2) at 28 days. D. Reports shall include location and description of wall, dates, weather conditions, temperature of mortar and grout, description of mortar and grout mixes, description of masonry prisms, breaking stresses and nature of break. 1.04 SUBMITTALS A. Product Data: Submit manufacturer's written product literature, specifications, installation instructions and ASTM test compliance data showing compliance with the requirements of this Section. 04430 - 2 Nix Farm Office Building 1243.06 100% Construction Documents C. Shop Drawings: Submit shop drawings for all factory fabricated unit types, including any specified special shapes, or special shapes required by field locations of corners, door openings, steps in masonry ledges, etc. for units specified for chamfered or draft margin face finishes. D. Samples: Submit samples of the specified simulated stone masonry for approval before delivery to the site. Samples shall include shapes, sizes and kinds in sufficient number to show full range of color and texture of each type of masonry unit specified. Final approval shall be by the Architect. E. Sample Panel: Erect minimum 2-0" x 4'-0" sample panel consisting of approved simulated stone masonry that satisfactorily shows proposed color range, texture, bond, mortar and workmanship. Sample panel shall be constructed showing a corner condition. 1. Contractor shall not continue work until Architect and Owner's representative have accepted sample panel. 2. Sample panel shall remain on site until work of this Section is complete and will be used as standard of comparison for balance of work. 3. Sample panel may be constructed as a part of the permanent building construction if approved by the Architect. F. LEED Submittals: 1. Credit MR 4.1 and MR 4.2: Product Data or other documentation from material manufacturer indicating percentages, by weight, of post-consumer and pre-consumer recycled content. Include statement of material costs for each product having recycled content, excluding labor costs for installation. 2. Credit MR 5.1 and 5.2: Product data for regional materials indicating name, physical address and distance in miles (as the crow flies) from Project to the material manufacturer and point of extraction, harvest or recovery for each raw material. Include statement of cost for each regional material and the fraction by weight that is considered regional, excluding labor costs for installation. 1.05 DELIVERY, STORAGE AND HANDLING A. Deliver materials to the site on platforms or pallets. Keep masonry units completely covered and free from frost, ice and snow. Handle masonry units carefully to avoid chipping, breakage, contact with soil or contaminating materials. Protect steel materials from moisture and keep free from rust or scale. Store mortar materials in dry place. Damaged materials shall not be used. B. Maintain protective boards at exposed external corners which may be damaged by construction activities. Provide such protection without damaging completed work. 1.06 ENVIRONMENTAL CONDITIONS A. Maintain materials and surrounding air temperature to minimum 50 F prior to, during and 48 hours after completion of masonry work. B. During freezing or near-freezing weather, provide adequate equipment or cover to maintain a minimum temperature of 50 F and to protect masonry work completed or in progress. C. Protect partially completed masonry against weather when work is not in progress by covering top of walls with strong, waterproof, non-staining membrane. Extend membrane at least 2' down both sides of walls and anchor securely in place. D. Cold Weather Masonry Installation: 1. Do not use frozen materials or materials mixed or coated with ice or frost. 2. Do not use anti-freeze compounds, calcium chloride or substances containing calcium chloride in mortar or grout. 3. Do not build on frozen work. Remove and replace masonry work damaged by frost or freezing. 4. Protect masonry being placed from wind with enclosures or shields when air temperature is below 32 F. 5. Do not heat water above 106 F. 6. When mortar or grout materials have been combined, temperature of the mixture shall not be less than 70 F nor more than 100 F. 04430 - 3 Nix Farm Office Building 1243.06 100% Construction Documents 7. Masonry materials shall be preconditioned and completed masonry protected as required by the stone manufacturer, or as follows: a. When air temperature is below 40 F and above 32 F, heat mixing water. Protect masonry from rain or snow for 24 hours by means of waterproof covers. b. When air temperature is below 32 F and above 20 F, heat both sand and mixing water. Maintain a temperature of at least 40 F on both sides of walls by means of suitable covers or enclosures for 24 hours. c. When air temperature is 20 F and below, heat sand, mixing water and block and provide heated enclosures. A temperature of at least 40 F shall be maintained within enclosures for 48 hours. d. Periods required for protection and maintenance of specified temperatures may be reduced to 1/2 of those specified herein before if Type III Portland cement is used with the Engineer's approval. E. Hot Weather Masonry Installation: 1. During very hot weather and drying wind, the Architect may order very light fog spray of mortar bedding areas several times during the first 24 hours to prevent premature drying of mortar. 1.07 WARRANTIES A. Provide manufacturer’s written 30-year warranty covering defects in materials and workmanship. PART 2 PRODUCTS 2.01 LIGHTWEIGHT SIMULATED STONE MASONRY A. General: Simulated, synthetic stone units manufactured from Portland cement, lightweight aggregates and mineral oxide pigments in forms created from natural stone, installed as a lightweight, non-load bearing veneer. 1. Coursing: Coursed. 2. Joints: All joints to be mortared. B. Sizes: Random sizes, based upon manufacturer’s standard range of sizes for the product line specified. C. Materials: 1. Portland Cement, ASTM C150, Type I or masonry cement (Type N), ASTM C91. 2. Masonry sand. 3. Lime: ASTM C207. 4. Iron oxide pigments. D. Range of Physical Properties: 1. Compressive Strength: UBC Standard 26-10, Parts 1 and 4. 2. Water Absorption: UBC Standard 32-12. 3. Density: 8-12 lbs. per sq. ft., determined in accordance with ASTM C567. 4. Shear (Adhesion) Strength: ASTM C482. 5. Freeze/Thaw Characteristics: ASTM C67-83. 6. Thermal Conductivity: ASTM C177, with the following minimum standards: a. Temperature, hot side (F): 82 b. Temperature, cold side (F): 75.8 c. Average mean temperature (F): 80.2 d. Thermal conductivity (k): 2.82 e. Thermal resistance (r) for 1" layer: .355 7. Fire Classification: Flame spread rating of 0 and smoke developed rating of 0, when tested in accordance with UL 723. E. Appearance: Units shall have smooth, dense, exposed surfaces free of cracks, chips or deleterious matter. Representative sample in sample panel subject to approval by Architect. F. Special Shapes: Provide manufacturer's standard prefabricated units and special shapes as required for project conditions, including but not limited to: 04430 - 4 Nix Farm Office Building 1243.06 100% Construction Documents 1. External corners. 2. Internal corners. 3. Water table courses. 4. Cap units at retaining walls. 5. Window and door lintel/headers units, single piece. 6. Window sill units, single piece. G. Fabrication: Manufacture units requiring special shapes specified above, or where corners, door openings and other site conditions require factory-fabricated edge and ends. H. Accessory Materials: 1. Weather-Resistant Barrier: 2-ply, Grade D stucco paper by Fortifiber Corp., or approved equal. 2. Metal Lath: 18-gage galvanized woven wire mesh, or 2.5 lb. flat diamond or 3.4 lb. flat rib galvanized mesh. 3. Mortar: Refer to Section 04100. Provide color additive for all dry-stack and grouted applications, Davis Color or equal. I. LEED Design Criteria: 1. Credits MR 4.1 and 4.2, Recycled Content: No minimum requirement, but Contractor to provide information on recycled content. 2. Credits MR 5.1 and 5.2, Local/Regional Materials, Manufactured and Harvested Locally: Contractor to provide information on locally manufactured and locally extracted, harvested or recovered materials, in compliance with Section 01015. J. Approved Product Line: Stream Stone, to match existing stone pilasters, fully grouted, by Boral Cultured Stone as basis of design. K. Approved Manufacturers: 1. Eldorado Stone, San Marcos, CA, (760) 736-3232, as the basis of design. 2. Lone Star Stone Inc., Whitney, TX, (888) 377-8663. 3. Tejas Textured Stone, Plano, TX, (866) 578-5616. 4. Manufacturers providing materials of same function, appearance, quality, performance and range of size, color and face finish selection, including matching the selected product(s) specified above in the sole opinion of the Architect, are acceptable as approved by the Architect prior to bidding. PART 3 EXECUTION 3.01 INSPECTION AND COORDINATION A. Installer shall inspect the foundations, retaining walls, formed masonry ledges, steel or wood stud framing backup, wall sheathing and other substrates scheduled to receive simulated stone masonry work of this Section. Notify Contractor in writing of any condition that may potentially affect the installation, performance or appearance of the completed work. Do not begin installation until such conditions have been corrected to the satisfaction of the Installer. B. Ensure items built-in by other trades for this work are properly located and sized. C. Establish all lines, levels and coursing. Protect from disturbance. Place simulated stone unit masonry in accordance with lines and levels indicated on the Drawings. D. Ensure masonry courses are of uniform height. Make vertical and horizontal joints equal and of uniform thickness. E. Unfinished masonry walls shall be stepped back for joining with new work. Do not tooth. F. Cutting and fitting of masonry, including that required to accommodate the work of other Sections, shall be done by masonry mechanics with masonry saws. 3.02 PREPARATION A. Concrete and Masonry Surfaces – New, Clean and Untreated: (no preparation needed) Examine newly poured concrete closely to ensure that its finished surface contains no releasing agents (form oil). If it does contain form oil, etch surface with muriatic acid, rinse thoroughly and/or score with a wire brush, or use high-pressure water or sandblasting to remove. 04430 - 5 Nix Farm Office Building 1243.06 100% Construction Documents 3.03 INSTALLATION OF MASONRY FLASHINGS A. General: Install masonry flashings in locations as shown on the Drawings. B. Place flashings in accordance with manufacturer’s instructions and recommendations and as detailed on the Drawings. C. Place weep-holes through bottom course of masonry construction as shown on the Drawings, but in no case to exceed 48" o.c. Form weep-holes full depth of head joints, minimum 2" high and spaced as specified. Coordinate with Architect in the field as necessary. D. Composite Wall Construction: Refer to Section 04220, Concrete Unit Masonry, for installation of thru-wall flashings for composite wall construction. 3.04 INSTALLATION OF LIGHTWEIGHT SIMULATED STONE MASONRY A. General: Install lightweight synthetic simulated stone masonry units in strict accordance with the manufacturer's written instructions and recommendations. B. Mortar Mixing: Thoroughly mix mortar ingredients in quantities needed for immediate use in accordance with ASTM C270, Type N. C. Apply 1/2" to 3/4" of mortar to metal lath as scratch coat, covering a maximum of 10 sq. ft. at one time. Ensure that scratch coat has cured minimum 48 hours, or as recommended by the manufacturer. D. Butter back surfaces of simulated stone masonry and press units firmly into position in soft mortar bed, wiggle and apply slight pressure to unit to ensure firm bonding, causing mortar to extrude slightly around edges of units. E. Place units with uniform mortar joints. Stone joints should not be over 1/2" in width. When installing "pre-fitted" stone textures, units should be fitted tight against each other with no allowance for mortar joints. Install outside corner return units with short and long lengths alternated. 1. Install simulated stone masonry as "dry stacked" or with grouted joints, as specified in paragraph 2.01 above. F. Plan work to minimize job site cutting. Perform necessary cutting with proper tools to provide uniform edges; take care to prevent breaking unit corners or edges. G. Remove excess mortar; do not allow mortar to set up on face of units. Rake and tool joints before mortar has set. Clean and finish joints in accordance with manufacturer’s instructions. 3.05 MORTAR BEDDING AND JOINTS A. General: Install mortar and joints as required or recommended by the manufacturer. B. Head joints shall be well buttered for thickness equal to face shell of unit and shall be shoved tightly so that mortar bonds well to both units. Do not slush head joints. C. Mortar protrusions extending more than 3/8" into cells or cavities to be reinforced and/or filled, or into air space for veneer masonry, shall be removed. D. Joint width shall be uniformly 3/8", unless otherwise shown. 3.06 TOOLING A. Exposed Joints: Tool joints as scheduled. Rake out mortar in preparation for application of caulking or sealants where required. 1. Exterior Face of Exterior Walls: Tooled concave joints or as recommended by the manufacturer for the types of face finishes specified. B. Joints which are not tight at the time of tooling shall be raked out, pointed and then tooled. 3.07 BUILT-IN WORK A. As work progresses, build-in hollow metal frames, signage, electrical and mechanical accessories, anchor bolts, plates, specialties and other items supplied by others. Place items plumb and true to line. 04430 - 6 Nix Farm Office Building 1243.06 100% Construction Documents 3.08 CUTTING AND FITTING A. Cut and fit for chases, pipes, conduit sleeves and other items as required. Cooperate fully with other Sections to ensure correct size, shape and location. B. Obtain Architect's approval prior to cutting or fitting any area which is not indicated on the Drawings or which may impair appearance or strength of masonry work. 3.09 CLEANING AND PROTECTION A. Remove and replace any chipped or broken simulated stone units. Remove excess mortar and smears upon completion of masonry work. Point or replace defective mortar to match adjacent work. B. Clean soiled surfaces exposed to view using a non-acidic solution which will not harm masonry or adjacent materials. Consult masonry manufacturer for acceptable cleaners. Use non- metallic tools in cleaning operations. Leave surfaces prepared for further sealers or coatings, if specified. 3.10 FIELD QUALITY CONTROL A. General: Installation of simulated stone masonry units, mortar and grout, special curing and workmanship of joints shall be in accordance with the standards approved in the sample panel. 1. Maintain required moisture content of mortar mix as work proceeds. B. All simulated stone unit masonry units shall be sound and free of cracks or other defects that may interfere with the proper placing of the unit or impair the strength or performance of the construction. C. All exposed faces and surfaces shall be free of chips, cracks or other imperfections to the satisfaction of the Architect, except that chips not larger than 1/4" will be considered acceptable. D. Contractor shall promptly remove any rejected simulated stone masonry units or portions of the work and replace to match the quality of the approved sample panel. END OF SECTION 08700 - 9 Nix Farm Office Building 1243.06 100% Construction Documents PART 4 SCHEDULE 4.01 HARDWARE GROUPS Group A Entry Doors 1 ea. Lever trim 1-1/2 pr. Hinges 1 ea. Door sweep 1 ea. ADA threshold 1 ea. Card key access 1 ea. Electric strike, as required for card key access 2 ea. Handicapped door operators 1 ea. Weatherstripping 1 ea. Closer 1 ea. Floor stop Group B Patio Doors 1 ea. Lever trim 1-1/2 pr. Hinges 1 ea. Door sweep 1 ea. ADA threshold 1 ea. Card key access 1 ea. Electric strike, as required for card key access 1 ea. Weatherstripping 1 ea. Flush bolt 1 ea. Closer 1 ea. Floor stop Group C Office Doors, Conference Room, Workroom Doors 1 ea. Lockset F-76 with lever trim 1-1/2 pr. Hinges 1 ea. Wall stop typical/Hinge stop, where indicated on Door Schedule Group D Public Restrooms, Vestibule Door 1 ea. Lockset F-76 with lever trim 1-1/2 pr. Hinge 2 ea. Handicapped door operators 1 ea. Closer 1 ea. Hinge stop Group E I.T. Room 1 ea. Lever trim 1-1/2 pr. Hinges 1 ea. Card key access 1 ea. Electric strike, as required for card key access 1 ea. Wall stop Group F Closet Door 1 ea. Ball catch latchset with lever trim 1 ea. Hinge stop Group G Operations Doors 1 ea. Latchset F-86 with lever trim 1-1/2 pr. Hinges 1 ea. Wall stop typical/Hinge stop, where indicated on Door Schedule END OF SECTION 09320 - 1 Nix Farm Office Building 1243.06 100% Construction Documents SECTION 09320 PORCELAIN TILE PART 1 GENERAL 1.01 WORK INCLUDED A. Furnish and install porcelain wall, floor and coved base tile using thin-set method. B. Furnish and install porcelain wall/floor tile as facing for fireplaces and hearths, as shown on the Drawings. C. Furnish and install polyethylene cavity membrane tile underlayment. D. Furnish and install prefabricated metal edge and transition trims. E. Furnish and install tile mortar, grout, mastic and other accessory materials. F. Related work specified elsewhere: 1. Section 01015, LEED Requirements. 2. Section 01017, Enterprise Green Communities Guidelines. 3. Section 01020, Allowances. 4. Section 01600, Material and Equipment: Maintenance materials. 5. Section 01714, Construction Waste Management and Removal. 6. Section 07900, Sealants and Joint Fillers. 7. Section 08460, Automatic Entrance Doors. 8. Section 09270, Tile Backer Wallboard. 9. Section 09310, Ceramic Tile. 10. Section 09650, Resilient Flooring. 11. Section 12675, Floor Mats. 1.02 QUALITY ASSURANCE A. Reference Standards: Conform to the current requirements of applicable portions of standards, codes and specifications, except where more stringent requirements are shown or specified. 1. Materials and workmanship shall conform to the requirements and recommendations of applicable portions of the Tile Council of America, Inc. (TCA) "Handbook for Ceramic Tile Installation", current edition. 2. ANSI A108.4, Ceramic Tile Installed with Water-Resistant Organic Adhesives. 3. ANSI A118.4, Latex-Portland Cement Mortar. 4. ANSI A136.1, Organic Adhesives for Installation of Ceramic Tile. 5. TCA 137.1, Recommended Standard Specifications for Ceramic Tile. 6. Applicable provisions of the codes referenced in Section 01060, or as adopted by any jurisdiction with authority over this Project. B. Quality Control: All materials used for work in this Section shall be made in one (1) batch or consecutive batches to give the greatest assurance in consistency of color, texture and size. Sufficient quantities, plus replacement of material damaged due to shipping or handling, shall be produced with reserve retained by the manufacturer for no less than 90 days from date of order. C. All materials shall be shipped with clear labeling or stamping to identify batch numbers, dates of manufacture and other pertinent information. D. Installer shall employ only tile setters who are thoroughly trained and experienced in tile work for projects of similar size and complexity. Installer shall certify that tile setters are completely familiar with the requirements and recommendations of the referenced standards. E. LEED Compliance: Refer to Section 01015 for submittal and documentation requirements. 1.03 SUBMITTALS A. Product Data: Submit manufacturer's product literature and installation instructions and recommendations, illustrating pertinent details for each type of porcelain tile, underlayment 09320 - 2 Nix Farm Office Building 1243.06 100% Construction Documents membrane and accessory specified. B. Maintenance Instructions: Submit three (3) copies of manufacturer’s written maintenance instructions. C. Samples: Submit samples of manufacturer's full range of grout colors, colors and/or patterns of the specified materials for selection by the Architect. D. LEED Submittals: 1. Credit EQ 4.1: Product data for adhesives and sealants inside the weatherproofing system indicating VOC content of each product used does not exceed the limits listed in Division 1 LEED Requirements or the requirements of individual specification sections. 2. Credit MR 4.1 and MR 4.2: Product Data or other documentation from material manufacturer indicating percentages, by weight, of post-consumer and pre-consumer recycled content. Include statement of material costs for each product having recycled content, excluding labor costs for installation. 1.04 DELIVERY, STORAGE AND HANDLING A. Deliver materials in manufacturer's original sealed packaging with labels legible and intact identifying brand name and contents. Tile cartons shall be grade-sealed by manufacturer in accordance with ANSI A137.1, Section 9, with grade seals unbroken. 1.05 ENVIRONMENTAL CONDITIONS A. Provide sufficient heat and ventilation in areas where work of this Section is performed to allow porcelain tile to properly set. Take precautionary measures necessary to ensure that excessive temperature changes do not occur. B. Make necessary provisions for dust control. Use dustless operations wherever possible. C. Vent temporary heating devices directly to the outside to avoid carbon dioxide damage to new tile work. 1.06 MAINTENANCE STOCK A. Contractor shall furnish Owner at least one (1) unopened case of replacement tiles in each color, size, and type used on the project. Refer to Section 01600. 1.07 WARRANTIES A. Provide manufacturer's standard one-year warranty covering defects in materials and workmanship. PART 2 MATERIALS 2.01 PORCELAIN TILE A. General: Fired, unglazed porcelain tile, mounted-type, conforming to ANSI A137.1. B. Material: Unglazed porcelain, with ground granite and color completely through the tile thickness, frost and stain resistant. C. Face Finish: As scheduled below. D. Edges: Manufacturer’s standard relief pattern, providing uniform adhesion and compactness. E. Thickness: 5/16" minimum. F. Styles and Sizes: 1. Wall Tile: 8" x 12", Identity Wall Tile by Dal Tile, as basis of design. 2. Floor Tile: 13" x 20", Veranda by Dal Tile, as basis of design. 3. Base Tile: None. Wall tile extends down to prefabricated aluminum transition strip. 4. Accent Wall Tile: Caprice Decorative Accent by Dal Tile, as basis of design. 5. Grout joints between base tile and floor tile shall align. 09320 - 3 Nix Farm Office Building 1243.06 100% Construction Documents G. Colors: To be selected by the Architect from manufacturer’s full range of colors for material line(s) specified. 1. Floor Tile: To be determined. 2. Base Tile: To be determined. 3. Accent Tile: To be determined. H. Shade and Texture Index: Slight variation. I. LEED Design Criteria: 1. Credits MR 4.1 and 4.2, Recycled Content: 40% minimum pre-consumer required, but Contractor to provide information on recycled content. J. Approved Manufacturers: 1. Dal Tile, Dallas, TX, distributed from Denver, CO, (303) 744-1743. 2. Crossville Ceramics, Crossville, TN, (615) 484-8418. 3. Interceramic, Garland, TX, and distributed from Denver, CO, (303) 375-8453. 4. Graniti Fiandre by Trans Ceramica Ltd., Itasca, IL, (800) 828-9074. 5. Impo Glaztile, Inc., Fiorano, Italy, and distributed from Denver, CO, (303) 722-4627. 6. Florida Tile, Lakeland, FL, distributed from Denver, CO, (303) 744-2433. 7. Marazzi Tile, Sunnyvale, TX, (214) 226-0110. 8. Manufacturers providing materials of same design, function, performance and texture and color ranges specified are acceptable as approved by the Architect prior to bidding. 2.02 POLYETHYLENE CAVITY MEMBRANE UNDERLAYMENT A. General: Vacuum-formed polyethylene membrane with fleece laminated to the underside, for use as porcelain tile underlayment in thin-set applications. Vacuum-formed cavities allow moisture in the tile substrate to evaporate, neutralizing vapor pressure allowing the substrate to breathe, and minimizes tile cracks caused by transfer stresses from the substrate or structure. 1. Roll Dimensions: 30m x 1m, or manufacturer's standard. 2. Thickness: 1/8" (3mm) minimum. 3. Weight: 42 lbs. per roll. 4. Formed cavities shall be "keyed" to interlock with the mortar. B. Approved Manufacturers: 1. Schluter-DITRA by Schluter Systems L.P., Plattsburgh, NY, (800) 472-4588. 2. Manufacturers providing materials of same design, function, quality and performance are acceptable. 2.03 PREFABRICATED EDGE AND TRANSITION TRIMS A. General: Prefabricated metal edge and transition trims, designed to embed in thin-set mortar bed, protect the edge of grouted tile installations and provide flush and/or tapered transition to other materials. 1. Height/Depth (Single Spacer Flush Design): 1/4" (1/2"). 2. Height/Depth (Double Spacer Flush Design): 17/32" (1-9/16"). 3. Height/Depth (Tapered Designs): As required for tile thickness specified. 4. Thickness: 1/8". B. Materials: Solid aluminum, as specified for finishes below. C. Mounting: 1. Flush. 2. Tapered. D. Finish: Aluminum. E. Special Shapes: Provide manufacturer's perforated anchoring leg where radiused installations are shown on the Drawings or required by project conditions. F. LEED Design Criteria: 1. Credits MR 4.1 and 4.2, Recycled Content: No minimum requirement, but Contractor to provide information on recycled content. G. Approved Manufacturers: 1. Schluter-SCHIENE by Schluter Systems L.P., Plattsburgh, NY, (800) 472-4588, as basis of 09320 - 4 Nix Farm Office Building 1243.06 100% Construction Documents design for flush installations. 2. Schluter-RENO-U by Schluter Systems L.P., Plattsburgh, NY, (800) 472-4588, as basis of design for tapered installations. 3. Schluter-DILEX by Schluter Systems L.P., Plattsburgh, NY, (800) 472-4588, as basis of design for tile corner and base installations. 4. Manufacturers providing materials of same design, function, quality and performance are acceptable. 2.04 ACCESSORY MATERIALS (A. Waterproofing/Setting Adhesive: One-part trowel applied elastomeric waterproofing membrane, Ultra-Set Advanced by Bostik or approved equal.) A. Mastic: Water-resistant latex solvent-based mastic CMC-52, as manufactured by Chicago Mastic Corp. or equal. Mastic shall have a VOC content of 65 g/L or less. B. Additives: Laticrete International, Ker-Kote Products, or equal. C. Mortar (Thin Set): Unmodified, conforming to ANSI A118.1. D. Epoxy Mortar (Thin Set): Laticrete Latapoxy 300 epoxy adhesive or equal. Epoxy mortar shall have a VOC content of 65 g/L or less. E. Epoxy Grout: Laticrete Latipoxy SP-100 epoxy grout or equal. Follow manufacturer's printed instructions for mixing and application. 1. Approved Manufacturers: Mapei or approved equal. F. LEED Design Criteria: 1. Credit EQ 4.1: Adhesives and sealants with VOC content not exceeding 70 g/L for multi-purpose construction adhesives, 140 g/L for structural wood adhesives or 250 g/L for architectural sealants. PART 3 EXECUTION 3.01 INSPECTION AND PREPARATION A. Installer shall examine surfaces that are to receive porcelain wall, floor and base tile and report unsatisfactory conditions to Contractor. Do not proceed with work until unsatisfactory conditions have been corrected in a manner acceptable to the Installer. Proceeding with installation of materials will be construed as acceptance of conditions. B. Ensure that surfaces are level, with maximum surface variation of 1/4" in 10'. Level as necessary prior to beginning work. C. Lay out work prior to installation to center and balance tile to greatest extent possible. Refer to Drawings for stripes, patterns or other special layouts required. Consult with Architect on the site as necessary during layout of all tile work. D. Coordinate installation of recessed floor mats and retainer frames, and other work to be built into the porcelain tile. 3.02 PROTECTION A. Protect adjacent surfaces from damage, soiling, adhesives and extraneous materials. Protect porcelain tile work from damage by weather and moisture. B. Close spaces to traffic that are to receive tile work and keep closed until tile is firmly set. 3.03 INSTALLATION OF POLYETHYLENE MEMBRANE UNDERLAYMENT A. General: Install polyethylene cavity membrane tile underlayment in accordance with the manufacturer's written instructions and recommendations. 1. Install for floor tile installations only. B. Cut membrane from rolls to dimensions required for application. If additional widths or sections of membrane are needed, butt end and side sections together without overlap or gaps exceeding 3/8". 09320 - 5 Nix Farm Office Building 1243.06 100% Construction Documents C. Trowel-apply approved thin-set mortar over substrate. Install underlayment membrane, fleece side down. Work the membrane into the mortar using a float or screed trowel to thoroughly embed the fleece backing into the mortar. 3.04 INSTALLATION OF PREFABRICATED EDGE AND TRANSITION TRIMS A. General: Install prefabricated metal trims in accordance with manufacturer's written instructions and recommendations. B. Use full length pieces to greatest extent possible. Where multiple lengths are required, butt ends of pieces together tightly with 1/16" gap maximum. C. Accurately lay out lines and radii to create tiled areas and patterns shown on the Drawings. D. Install trims where shown on the Drawings or required for transitions to other materials. 3.05 INSTALLATION OF PORCELAIN TILE A. General: Set porcelain tile in place with mastic in accordance with manufacturer's written instructions and recommendations. Lay out tile work on floors so that wherever possible no tiles less than half full-size will occur. For wall tile heights stated in feet and inches, unless tile work is intended to exactly fill vertical spaces, maintain courses full to produce nearest attainable height within variation, above or below, equivalent to less than one-half course. B. Align joints of base and floor tile and trim shapes. Properly lay out and space work, creating required stripes, patterns or other special layouts. Install porcelain tile maintaining required tolerances. C. Form intersections and returns perfectly. Cut and drill tiles neatly without marring surface. Carefully grind and joint-cut edges of tiles against any trim, finish and built-in fixtures. Fit tile close around electric outlets, plumbing pipes, fixtures and fittings so that usual escutcheon plates, collars or covering will overlap tile. D. Corners: Form internal wall angles of wall tile square and external angles bullnosed. Use prefabricated bullnose outside corners for these conditions. Bullnose inside corners shall be sued for coved base tile. E. Thoroughly grout all joints so they are completely filled with grout material. Ensure tile joints are uniform in width, subject to normal variance in tolerance allowed in tile size. Ensure joints are watertight, without voids, cracks, excess mortar or grout. Pinholes in grout are not acceptable. Grout over sealant. F. Finish floors level and plumb with no variations exceeding 1/8" in 10' from required plane. G. Finished tile work shall be clean and free of pitted, chipped, cracked or scratched tiles. Replace broken tile or materials with marred surfaces to the satisfaction of the Architect. 3.06 EXTERIOR INSTALLATION OF PORCELAIN TILE A. General: Set porcelain tile for exterior installations in accordance with the manufacturer’s written instructions and recommendations. B. General workmanship shall be as specified in paragraph 3.03 above. C. Ensure that tile styles specified are appropriate for this application, and approved by the manufacturer for exterior installations. 3.07 CLEANING AND PROTECTION A. Allow no traffic in tile-laying areas after start of work and for a period of 72 hours after completion, allowing a minimum of 72 hours to damp-cure grout. B. Clean porcelain tile work in accordance with TCA instructions and recommendations. C. Clean all mastic and grout from face of tile. All joints shall be clearly struck and polished after grouting. D. Clean all grout from adjacent fixtures, countertops and other materials or equipment installed prior to porcelain tile work. END OF SECTION NIX FARM NATURAL AREAS FACILITY TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS Russell + Mills Studios 09960 - 1 August 16, 2013 SECTION 09960 HIGH-PERFORMANCE COATINGS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes surface preparation and application of high-performance coating systems on the following substrates: 1. Exterior Substrates: a. Steel. b. Galvanized metal. B. Related Sections include the following: 1. Division 5 - 05500 “Metal Fabrications” for shop priming of metal substrates with primers specified in this Section. 1.3 SUBMITTALS A. Product Data: For each type of product indicated. B. Samples for Initial Selection: For each type of finish-coat product indicated. C. Product List: For each product indicated. Cross-reference products to coating system and locations of application areas. Use same designations indicated on Drawings and in schedules. 1.4 QUALITY ASSURANCE A. Master Painters Institute (MPI) Standards: 1. Products: Complying with MPI standards indicated and listed in "MPI Approved Products List." 2. Preparation and Workmanship: Comply with requirements in "MPI Architectural Painting Specification Manual" for products and coating systems indicated. 1.5 DELIVERY, STORAGE, AND HANDLING A. Store materials not in use in tightly covered containers in well-ventilated areas with ambient temperatures continuously maintained at not less than 45 deg F . NIX FARM NATURAL AREAS FACILITY TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS Russell + Mills Studios 09960 - 2 August 16, 2013 1. Maintain containers in clean condition, free of foreign materials and residue. 2. Remove rags and waste from storage areas daily. 1.6 PROJECT CONDITIONS A. Apply coatings only when temperature of surfaces to be coated and surrounding air temperatures are between 50 and 95 deg F . B. Do not apply coatings in snow, rain, fog, or mist; when relative humidity exceeds 85 percent; at temperatures less than 5 deg F above the dew point; or to damp or wet surfaces. 1.7 EXTRA MATERIALS A. Furnish extra materials described below that are from same production run (batch mix) as materials applied and that are packaged for storage and identified with labels describing contents. 1. Quantity: Furnish an additional 10 percent, but not less than 1 gal of each material and color applied. PART 2 - PRODUCTS 2.1 HIGH-PERFORMANCE COATINGS, GENERAL A. Material Compatibility: 1. Provide materials for use within each coating system that are compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience. 2. Provide products of same manufacturer for each coat in a coating system. B. Colors: Refer to drawings. 2.2 METAL PRIMERS A. Epoxy Zinc Primer: MPI #20. 1. Products: Subject to compliance with requirements, provide one of the following: a. Sherwin-Williams Company (The); Industrial & Marine, Zinc Clad IV, B69A8/V8. 2. VOC Content: Minimum E Range of E1 B. Cold-Curing Epoxy Primer: MPI #101. 1. Products: Subject to compliance with requirements, provide one of the following: a. Sherwin-Williams Company (The); Industrial & Marine, Duraplate 235 Multi- Purpose Epoxy, B67W235. NIX FARM NATURAL AREAS FACILITY TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS Russell + Mills Studios 09960 - 3 August 16, 2013 2. VOC Content: Minimum E Range of E1. 2.3 EPOXY COATINGS A. Epoxy, Cold-Cured, Gloss: MPI #77. 1. Products: Subject to compliance with requirements, provide one of the following: a. Benjamin Moore & Co.; Polyamide Epoxy Coating, M36/M37. 2. VOC Content: Minimum E Range of E1 2.4 POLYURETHANE COATINGS A. Polyurethane, Two-Component, Pigmented, Gloss: MPI #72. 1. Products: Subject to compliance with requirements, provide one of the following: a. Benjamin Moore & Co.; Aliphatic Acrylic Urethane Gloss, CM74/M75. 2. VOC Content: Minimum E Range of E1. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions, with Applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of work. 1. Verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers. 2. Begin coating application only after unsatisfactory conditions have been corrected and surfaces are dry. 3. Coating application indicates acceptance of surfaces and conditions. 3.2 PREPARATION A. Comply with manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual" applicable to substrates indicated. B. Remove plates, machined surfaces, and similar items already in place that are not to be coated. If removal is impractical or impossible because of size or weight of item, provide surface-applied protection before surface preparation and coating. 1. After completing coating operations, reinstall items that were removed; use workers skilled in the trades involved. C. Clean substrates of substances that could impair bond of coatings, including dirt, oil, grease, and incompatible paints and encapsulants. NIX FARM NATURAL AREAS FACILITY TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS Russell + Mills Studios 09960 - 4 August 16, 2013 1. Remove incompatible primers and reprime substrate with compatible primers as required to produce coating systems indicated. D. Steel Substrates: Remove rust and loose mill scale. 1. Clean using methods recommended in writing by coating manufacturer. 2. Blast clean according to SSPC-SP 6/NACE No. 3, "Commercial Blast Cleaning. E. Galvanized-Metal Substrates: Remove grease and oil residue from galvanized sheet metal fabricated from coil stock by mechanical methods to produce clean, lightly etched surfaces that promote adhesion of subsequently applied coatings. 3.3 APPLICATION A. Apply high-performance coatings according to manufacturer's written instructions. 1. Use applicators and techniques suited for coating and substrate indicated. 2. Coat surfaces behind movable equipment and furniture same as similar exposed surfaces. Before final installation, coat surfaces behind permanently fixed equipment or furniture with prime coat only. 3. Coat back sides of access panels, removable or hinged covers, and similar hinged items to match exposed surfaces. B. Tint each undercoat a lighter shade to facilitate identification of each coat if multiple coats of the same material are to be applied. Tint undercoats to match color of finish coat, but provide sufficient difference in shade of undercoats to distinguish each separate coat. C. If undercoats or other conditions show through final coat, apply additional coats until cured film has a uniform coating finish, color, and appearance. D. Apply coatings to produce surface films without cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections. Produce sharp glass lines and color breaks. 3.4 FIELD QUALITY CONTROL A. Owner reserves the right to invoke the following procedure at any time and as often as Owner deems necessary during the period when coatings are being applied: 1. Owner will engage the services of a qualified testing agency to sample coating material being used. Samples of material delivered to Project site will be taken, identified, sealed, and certified in presence of Contractor. 2. Testing agency will perform tests for compliance with specified requirements. 3. Owner may direct Contractor to stop applying coatings if test results show materials being used do not comply with specified requirements. Contractor shall remove noncomplying coating materials from Project site, pay for testing, and recoat surfaces coated with rejected materials. Contractor will be required to remove rejected materials from previously coated surfaces if, on recoating with complying materials, the two coatings are incompatible. 3.5 CLEANING AND PROTECTION NIX FARM NATURAL AREAS FACILITY TECHNICAL SPECIFICATIONS CITY OF FORT COLLINS Russell + Mills Studios 09960 - 5 August 16, 2013 A. At end of each workday, remove rubbish, empty cans, rags, and other discarded materials from Project site. B. After completing coating application, clean spattered surfaces. Remove spattered coatings by washing, scraping, or other methods. Do not scratch or damage adjacent finished surfaces. C. Protect work of other trades against damage from coating operation. Correct damage by cleaning, repairing, replacing, and recoating, as approved by Architect, and leave in an undamaged condition. D. At completion of construction activities of other trades, touch up and restore damaged or defaced coated surfaces. 3.6 EXTERIOR HIGH-PERFORMANCE COATING SCHEDULE A. Steel Substrates: 1. Polyurethane, Pigmented, Over Epoxy Coating System: a. Prime Coat: Epoxy zinc primer, MPI#20. b. Intermediate Coat: Epoxy, cold-cured, gloss, MPI #77. c. First Topcoat: Polyurethane, two-component, pigmented, gloss, MPI #72. B. Galvanized-Metal Substrates: 1. Polyurethane, Pigmented Coating System: a. Prime Coat: Cold-curing epoxy primer, MPI #101. b. Intermediate Coat: Polyurethane, two-component, pigmented, gloss, MPI #72. c. First Topcoat: Polyurethane, two-component, pigmented, gloss, MPI #72. d. Second Topcoat: Polyurethane, two-component, pigmented, gloss, MPI #72. END OF SECTION 09960 11452 - 1 Nix Farm Office Building 1243.06 100% Construction Documents SECTION 11452 RESIDENTIAL APPLIANCES PART 1 GENERAL 1.01 WORK INCLUDED A. Furnish and install electric, Energy Star rated appliances in Break Room, including but not limited to: 1. Refrigerator/freezers, with top freezer and ice maker. 2. Garbage disposals. 3. Microwave oven. 4. Dishwashers. B. Related work specified elsewhere: 1. Section 01015, LEED Requirements. 2. Section 01030, Alternates. 3. Section 01714, Construction Waste Management and Removal. 4. Section 06200, Finish Carpentry: Installation. 5. Section 06410, Custom Cabinetwork. 1.02 QUALITY ASSURANCE A. Reference Standards: Conform to the current requirements of applicable portions of standards, codes and specifications, except where more stringent requirements are shown or specified. 1. ANSI A117.1: Specifications for Handicapped Accessibility. 2. Americans with Disabilities Act, 2012: Specifications for Handicapped Accessibility. 3. Applicable provisions of the codes referenced in Section 01060, or as adopted by any jurisdiction with authority over this Project. B. All residential appliances shall be Energy Star certified, except range/ovens and clothes dryers. C. All electric residential appliances shall be UL-approved, compatible with 120-240V power. Refer to Division 16. D. Supplier/Installer shall certify that all residential appliances furnished meet the specifications required by this Section, and the requirements of HUD, FHA or other applicable governing authorities. E. Supplier/Installer shall certify that all residential appliances furnished for handicapped accessible units meet the applicable current requirements of ANSI A117.1 and the Americans with Disabilities Act (ADA), 2012, including, but not limited to: 1. Maximum height to freezer compartment in top-mount refrigerators. 2. Required accessible knee-space below garbage disposals. F. LEED Compliance: Not applicable. 1.04 SUBMITTALS A. Product Data: Submit manufacturer's product literature and specifications for each appliance specified indicating compliance with the requirements of this Section, including Energy Star certification where applicable. B. LEED Submittals: Not applicable. 1.05 PRODUCT DELIVERY, STORAGE AND HANDLING A. Deliver materials to the site in unbroken manufacturer cartons and store in a dry, secure location. Handle carefully to avoid chipping or denting. Maintain protective coverings until Substantial Completion. 11452 - 2 Nix Farm Office Building 1243.06 100% Construction Documents 1.06 WARRANTIES A. Provide manufacturer's written one-year warranty covering defects in materials and workmanship, including parts and service labor at the site to repair or replace any part of the appliance that fails due to manufacturing defects. PART 2 PRODUCTS 2.01 APPLIANCES FOR BREAK ROOM A. General: Appliance lines shall be coordinated by the same manufacturer at least to the extent scheduled. Deviations from consistency of one manufacturer are only acceptable with the approval of the Owner and the Architect. B. Refrigerator/Freezers: No frost 2-door side-by-side type. 1. Capacity: 23.1 cu. ft. capacity. 2. Size: 32-3/4" wide x 69-1/2" high x 35" deep (including handle). 3. Cabinet Shelves: Three (3) glass shelves, 2 adjustable and spill-proof. 4. Door Shelves/Compartments: Four (4) wire shelves, 2 adjustable with gallon-capacity storage. 5. Freezer Cabinet Shelves: Two (2) wire shelves, adjustable. 6. Freezer Storage Baskets: One (1) wire, pullout. 7. Features: a. One (1) adjustable temperature deli pan. b. One (1) clear utility bin. c. One (1) adjustable humidity vegetable/fruit crisper. d. One (1) dairy compartment. e. One (1) snack pan. f. Electronic temperature controls. g. Adjustable rollers. 8. Automatic Icemaker: Factory-installed. 9. Door Coordination: Manufacturer’s standard. 10. Insulation: Manufacturer’s standard, foamed-in cabinet and doors. 11. Color: Stainless steel. 12. Approved Model: General Electric GSHS3KGZSS Energy Star, as the basis of design. C. Garbage Disposals: Continuous feed-type, 1/2 hp motor with 2,800 RPM minimum grinding action, with sound-reduction casing and attached line cord. 1. Model: General Electric GFC530V, as basis of design. D. Microwave Ovens: Countertop. 1. Size: 24" wide x 14" high x 19-1/2" deep. 2. Wattage: 1,200 minimum, with minimum 10 power levels. 3. Features: a. Electronic touch controls with interactive display. b. Automatic sensor controls for reheat, popcorn, potatoes, vegetables, meat, pizza, etc. c. Express cook/minute controls. d. Time cook controls, with delay start. e. Automatic/time defrost. f. Turntable cooking feature, with on/off control. g. One (1) removable interior rack. h. Cooktop light, wight light feature. 4. Color: Stainless steel. 5. Model: General Electric PEB2060SMSS, as basis of design. E. Dishwashers: Under-counter, 4-cycle with top door edge controls. 1. Size: 24" wide x 24" deep x 32-11/32" high. 2. Cycles: Four (4) minimum, including auto, normal wash, light wash and sani-wash (NSF certified). 11452 - 3 Nix Farm Office Building 1243.06 100% Construction Documents 3. Features: a. Standard upper rack; flat lower rack with silverware basket; two (2) utility shelves. b. Heated dry on/off control. c. Water filtration system, self-cleaning. d. Delay start option. e. Steam prewash option. 4. Controls: Electronic control with touch pads, top door edge-mounted, including: a. Cycle indicators. b. Last cycle memory. c. Control lock. d. Start/reset. e. End of cycle indicator. 5. Insulation: Standard, 52 dBA maximum. 6. Color: Stainless steel, stainless steel interior. 7. Model: General Electric GLDT696DSS Energy Star, as basis of design. F. Electric Range: Electric slide-in range. 1. Size: 36-1/4" H x 28-1/2" D x 31-1/4" W. 2. Elements: One (1) 6"/9"; one (1) 6"; two (2) 8". 3. Self-cleaning. 4. Standard two (2) oven racks. 5. Control Location: Front. 6. Cooktop Surface: Black patterned ceramic glass. 7. Model: General Electric JS630SFSS. G. Range Hood: Ducted range hood. 1. Size: 30" H x 20" W. 2. CFM: 300. 3. Chimney Height: Adjustable height between 27-3/4" to 44-11/16". 4. Timer Function: Set for 15-minute intervals for automatic shut-off. 5. Lights: Two (2) 50W lights. 6. Finish: Stainless steel construction. 7. Model: Whirlpool GXW7330DXS Energy Star, as basis of design. H. The manufacturer/supplier of all residential appliances specified herein shall furnish electrical appliance cords or other accessories as may be required for a complete and functional installation. I. LEED Design Criteria: All appliances shall be Energy Star certified. J. Approved Manufacturers: Model numbers specified above are to provide minimum quality and performance standards. Manufacturers providing equipment with same design, function, space requirements and performance are acceptable within limits specified in paragraph 2.01.A. above, subject to approval by the Architect. Submit manufacturer’s written product literature and specifications. 1. General Electric, Louisville, KY. 2. Frigidaire, Columbus, OH. 3. Summit Appliances. 4. Hotpoint, Denver, CO. 5. In-Sink-Erator, Racine, WI. 6. Kitchen Aid, Irvine, CA 7. Kenmore by Sears and Roebuck Co., Chicago, IL. 8. Whirlpool, Benton Harbor, MI. 9. White-Westinghouse, Columbus, OH. 10. Samsung Electronics USA, Ridgefield Park, NJ, (800) 726-7864. PART 3 EXECUTION 3.01 PREPARATION A. Supplier of residential appliances shall coordinate clearances with cabinetwork fabricator as 11452 - 4 Nix Farm Office Building 1243.06 100% Construction Documents required for accurate installation. Ensure that proper clearances have been provided. 3.02 INSTALLATION A. General: Install appliances in accordance with manufacturer's written instructions and recommendations. Ensure that installations are plumb, square, properly leveled and anchored where required. B. Test appliances for electrical, mechanical and plumbing connections to ensure proper operation. C. Maintain protective coverings until Substantial Completion. END OF SECTION NIX FARMS FACILITY GEOTHERMAL VERTICAL TEST BORE, FORMATION THERMAL CONDUCTIVITY TEST * DRILLING, HDPE LOOP, GROUT & TESTING SPECIFICATIONS * Project Name: Nix Farms Facility Ft. Collins, Colorado Job identification number: TBD FTC Test Specifications Page 1 of 7 July 17, 2013 PART 1 ‐ VERTICAL TEST BORE 1.1 SCOPE A. A vertical test bore shall be installed according to these specifications. A completed vertical test bore shall consist of the vertical bore with an approved polyethylene u‐bend assemble installed to the completed bore depth with an approved grouting material installed in the bore annulus. B. The hole location will be selected by the Engineer to be compatible with the final loop installation so that the test bore may be integrated into the final field design. A site plan with the selected bore location will be provided to the drilling contractor for proper placement. C. Vertical bore shall be drilled by type of drilling rig that is most feasible based on geological conditions as determined by the Contractor. D. All work shall be performed in accordance with Local and State laws, Standards, and Ordinances. Where any discrepancy exists between local codes and regulations and this specification, the more stringent of the two documents shall prevail. E. Contractor shall take all necessary precautions to protect the site from any damage resulting from the drilling operation. Contractor shall keep the premises clean and orderly at all times during the work. F. Contractor shall be responsible for identifying and marking all underground utilities in the construction area. G. All permits, fees, licenses, etc. required for this project shall be obtained and paid for by the Contractor. H. Landscaping or other remedial work relevant to site clean‐up will be the responsibility of the Contractor. I. Drilling Contractor shall be a licensed Water Well Contractor according to the rules and regulations of the State of Colorado and file a completed Construction Report to the Colorado Division of Water Resources, with a copy provided to Client and Mechanical Engineer. 1.2 BORE DIAMETER A. The diameter of the vertical bore shall not be greater than 6.0 inches. A smaller diameter bore is preferred that will still allow loading of the circuit pipe to total depth NIX FARMS FACILITY GEOTHERMAL VERTICAL TEST BORE, FORMATION THERMAL CONDUCTIVITY TEST * DRILLING, HDPE LOOP, GROUT & TESTING SPECIFICATIONS * Project Name: Nix Farms Facility Ft. Collins, Colorado Job identification number: TBD FTC Test Specifications Page 2 of 7 July 17, 2013 and grouting from bottom to top with the least amount of grout. The final diameter, not to exceed 6”, shall be determined by the Drilling Contractor's capabilities. 1.3 COMPLETED BORE DEPTH A. The completed bore depth required will be 405’ with the final field headering at 5’ below grade. The completed depth shall be determined by the placement of the u‐bend. The distance from the bottom of the u‐bend to the surface shall constitute the completed bore depth, or 400’ net. At minimum, an additional minimum 5 feet of pipe length (on both the supply and return legs) shall be left above ground level/finished grade for a net circuit length of 820’ (410’ per leg). 1.4 POLYETHYLENE U‐BEND ASSEMBLY A. The polyethylene u‐bend assembly shall be manufactured from a polyethylene extrusion grade material having a minimum cell classification of PE345464C per ASTM D‐3350 and shall fully comply with the IGSHPA Standard 1C "Ground Heat Exchanger Materials". Pipe shall The u‐bend shall be factory assembled and pressure tested to 160 PSI prior to insertion into the vertical bore. The u‐bend pipe diameter shall be 1.25‐inch HDPE SDR‐ 11. B. All connections made below grade shall be done using a heat fusion joining process. C. U‐bend assembly shall be installed immediately upon reaching total depth and grouting concurrently. Delaying the installation of the loop and grouting after reaching total depth is unacceptable. D. Contractor shall take all steps necessary to guarantee no contaminants are introduced into the HDPE pipe assembly. E. Contractor shall verify that the HDPE circuit is free of obstructions and flow test to a minimum of 9.1 gpm with pure water (minimum purge flow rate for air removal to meet or exceed 2’ velocity in 1.25 inch DR11 HDPE pipe). Should this minimum flow not be reached, or returns show contamination, Contractor shall install a replacement bore/loop. Water must be of potable quality without any solids contamination. F. In the event of freezing conditions contractor shall blow down water level to at least 10’ below grade in HDPE loop pipe. G. Pipe ends shall be fusion crimped or fusion capped. Taping of pipe ends is unacceptable. NIX FARMS FACILITY GEOTHERMAL VERTICAL TEST BORE, FORMATION THERMAL CONDUCTIVITY TEST * DRILLING, HDPE LOOP, GROUT & TESTING SPECIFICATIONS * Project Name: Nix Farms Facility Ft. Collins, Colorado Job identification number: TBD FTC Test Specifications Page 3 of 7 July 17, 2013 H. Total installed u‐bend length shall be reported immediately following bore completion with drill log including relevant formations encountered, formation thickness and time to complete the drilling of the hole, u‐bend placement and grouting. I. Manufacturer of pre‐manufactured u‐bend assembly pipe shall be Centennial Plastics. Other equivalent vendors shall be considered pending approval by Engineer. J. Markings ‐ Sufficient information, including numerical markings every two (2) feet, shall be permanently marked on the length of the pipe. This information is defined by the appropriate ASTM pipe standard. All fittings shall also be similarly marked. Marked information shall include: 1. Manufacturer's Name 2. Nominal Size 3. Pressure Rating 4. Relevant ASTM Standards 5. Cell Classification Number 6. Date of Manufacture K. All piping used for the u‐bend heat exchanger (pipe located in the borehole) will have factory hot‐stamped lengths impressed on the side of the piping indicating the length of the heat exchanger to that point. The length shall read "0" (zero) on one end and the actual heat exchanger total length on the other end. L. Warranty: The pipe manufacturer shall provide a minimum warranty of fifty (50) years, non‐prorate. The warranty shall be transferable. 1.5 GROUTING A. The annular space between the vertical bore wall and the u‐bend assembly shall be filled with a bentonite‐based grouting material with a minimum thermal conductivity of 0.40 btu/hr/ft°F. Thermally enhanced grout is not required for the thermal conductivity test. Grouting material shall be manufactured by Black Hills Bentonite and developed by GeoPro, Inc. or approved equal. B. The grouting material shall be mixed in strict accordance to the manufacturers mixing instructions. Grouting material shall be placed using a pressure pump with a removable tremie pipe system. C. The grout material shall be installed from the bottom to the top of the vertical bore immediately upon drilling to total depth and installing the HDPE u‐bend loop assembly. NIX FARMS FACILITY GEOTHERMAL VERTICAL TEST BORE, FORMATION THERMAL CONDUCTIVITY TEST * DRILLING, HDPE LOOP, GROUT & TESTING SPECIFICATIONS * Project Name: Nix Farms Facility Ft. Collins, Colorado Job identification number: TBD FTC Test Specifications Page 4 of 7 July 17, 2013 Grouting and loading of the hole with the u‐bend assembly at a later time is unacceptable. Typical grouting procedure involves sending the grout tremie pipe to the bottom of the hole concurrent with the u‐bend assembly, not installing the HDPE loop first and then attempting to force the tremie into the hole that is already occupied by the ground loop. D. If any settling occurs during the initial 24‐hour period after grout installation, additional grouting material shall be added to insure that grouting material remains at surface level of bore. E. In the event that a geological formation is encountered that prevents the grouting material from forming a solid seal, either a 3/8‐inch (9.5 mm) or 3/4‐inch (19mm) granular bentonite material shall be used through that specific formation zone. Upon completion of that specific zone, the grout slurry shall continue to be used until reaching the surface of the vertical bore. Other remedial strategies may be employed pending approval by Engineer and in accordance with applicable regulations. 1.6 SUBMITTALS A. The drilling contractor shall submit a signed and dated, detailed test bore and vertical loop report immediately following bore and vertical loop installation. The report shall include but not be limited to the following information: 1. Date of test bore and loop installation. 2. Description and depth of each geological formation encountered. 3. Water table level. 4. Type of drilling equipment used and rig model number. 5. Depth and diameter of bore hole. 6. Pipe manufacturer, diameter, and total installed length of U‐tube. 7. Type of grout used with published thermal conductivity. 8. Total time required to drill the test bore. 9. Total time required to install the vertical U‐tube loop. 10. As‐built construction report as required by Colorado Division of Water Resources. 1.7 ABANDONMENT OF TEST BORE A. Should the Owner decide to abandon the test bore and vertical loop after it has been installed, Contractor requirements for abandonment shall include: NIX FARMS FACILITY GEOTHERMAL VERTICAL TEST BORE, FORMATION THERMAL CONDUCTIVITY TEST * DRILLING, HDPE LOOP, GROUT & TESTING SPECIFICATIONS * Project Name: Nix Farms Facility Ft. Collins, Colorado Job identification number: TBD FTC Test Specifications Page 5 of 7 July 17, 2013 1. Provide the Owner with forms and information necessary to register the abandoned bore. 2. Fill the U‐tube fully with grout slurry. 3. Cut U‐tube ends at 3‐feet below grade and heat‐fuse caps on the U‐tube ends. 4. Backfill the hole with dirt to match existing grade. PART 2 ‐ FORMATION THERMAL CONDUCTIVITY (FTC) TEST 2.1 SCOPE A. The formation thermal conductivity test is designed to determine the average thermal conductivity of the formation for the completed bore depth. A contractor and/or affiliated organization, with at least three (3) successfully completed tests prior to performing this test, shall perform the test. A list of previous tests shall be supplied upon request. B. The testing device shall be designed so that a constant rate of heated water is supplied in an uninterrupted fashion to the u‐bend assembly. C. The testing device shall have the capability of automatically collecting data at predetermined intervals. Collected data shall be available to the design engineer in an electronic file format compatible with Microsoft Excel®. D. FTC testing is available through: Alpine Geothermal P.O. Box 141 Kittredge, CO 80457 303‐725‐1549 Can America Drilling P.O. Box 416 Simla, CO 80835 719‐541‐2967 Major Geothermal 6285 West 48th Avenue Wheat Ridge, CO 80033 303‐424‐1622 NIX FARMS FACILITY GEOTHERMAL VERTICAL TEST BORE, FORMATION THERMAL CONDUCTIVITY TEST * DRILLING, HDPE LOOP, GROUT & TESTING SPECIFICATIONS * Project Name: Nix Farms Facility Ft. Collins, Colorado Job identification number: TBD FTC Test Specifications Page 6 of 7 July 17, 2013 E. Alternate FTC testing devices and methods shall only be used with written approval from the Engineer. 2.2 INSULATION A. The testing device shall be designed to prevent as much heat loss to the environment as possible. Each end of the u‐bend assemble shall be insulated with a closed‐cell insulation to prevent heat loss or heat gain. 2.3 INPUT HEAT RATE A. The testing device shall be designed so that a constant rate of heat input into the vertical u‐bend assembly shall be between 50 and 85 Btuh (15 to 25 watts) per bore foot. Selected heat rate shall not be altered during the duration of the thermal conductivity test. B. The average input heat rate shall be reported in the final analysis. 2.4 ELAPSED TIME BEFORE TESTING A. A minimum delay of five (5) days between loop grouting and FTC testing is required. 2.5 DATA ACQUISITION FREQUENCY A. Data shall be recorded at a minimum frequency of once every five (5) minutes throughout the duration of the test. Data collected shall consist of the following as a minimum; temperature into the loop, temperature out of the loop, and the heat input. 2.6 TEST PROCEDURE AND DURATION A. Prior to activating heat source on data acquisition unit the circulation pump on data shall be operated concurrently recording undisturbed temperature for a minimum of 30 minutes. B. After logging undisturbed temperature the heat source shall be activated. The duration of the formation thermal conductivity test shall be a minimum of 48 hours from the initial starting time. NIX FARMS FACILITY GEOTHERMAL VERTICAL TEST BORE, FORMATION THERMAL CONDUCTIVITY TEST * DRILLING, HDPE LOOP, GROUT & TESTING SPECIFICATIONS * Project Name: Nix Farms Facility Ft. Collins, Colorado Job identification number: TBD FTC Test Specifications Page 7 of 7 July 17, 2013 C. In the event an electrical power interruption occurs which lasts longer than 30 minutes, the test results shall be discarded and the test shall be run again. The vertical bore shall be allowed to thermally rest for a period of five (5) days prior to re‐running of the test. 2.7 SUBMITTALS A. Contractor shall submit a signed and dated, detailed formation thermal conductivity test report and data analysis within ten (10) calendar days of completion of data collection. The report shall include but not be limited to the following information: 1. Dates and duration of testing period. 2. Undisturbed soil temperature at test site. 3. Summary of borehole data including depth, diameter, drilling log, U‐tube size and length, and grouting material (provided by Driller). 4. Calculated thermal conductivity of the ground, in Btu/hr‐ft‐°F. 5. Estimated thermal diffusivity of the ground, in ft²/day. END OF SECTION SUBSTITUTION REQUEST Project: Nix Farm Office Building To: ALLER LINGLE MASSEY ARCHITECTS Re: Substitution Request Substitution Request Number: From: Bob Tayson – Sto Corp Date: 8-12-13 A/E Project Number: 1243.06 Contract For: Stucco Specification Title: Exterior Portland Cement Stucco System Description: Fastwall FRS System by El Rey Stucco Section: 07245 Page: 3 Article/Paragraph: 2.1 L Proposed Substitution: StoPowerwall NExT Manufacturer: Sto Corp Address: 3800 Camp Creek Pkwy Atlanta, GA Phone: 888-786-2955 Trade Name: StoPowerwall Stucco Model No.: Installer: Address: Phone: History: New product 2-5 years old 5-10 years old x More than 10 years old Differences between proposed substitution and specified product: Similar systems additional warranty Point-by-point comparative data attached - Reason for not providing specified item: Similar Installation: Project: Architect: Address: Owner: Date Installed: Proposed substitution affects other parts of Work: x No Yes; explain Savings to Owner for accepting substitution: none ($ ). Proposed substitution changes Contract Time: x No Yes [Add] [Deduct] days. Supporting Data Attached: Drawings x Product Data Samples x Tests x Reports © Copyright 1996, Construction Specification Institute, 99 Canal Center Plaza, Suite 300 Alexandria, VA 22314 Page of September 1996 CSI Form 13.1A SUBSTITUTION REQUEST (Continued) The Undersigned certifies: • Proposed substitution has been fully investigated and determined to be equal or superior in all respects to specified product. • Same warranty will be furnished for proposed substitution as for specified product. • Same maintenance service and source of replacement parts, as applicable, is available. • Proposed substitution will have no adverse effect on other trades and will not affect or delay progress schedule. • Cost data as stated above is complete. Claims for additional costs related to accepted substitution which may subsequently become apparent are to be waived. • Proposed substitution does not affect dimensions and functional clearances. • Payment will be made for changes to building design, including A/E design, detailing, and construction costs caused by the substitution. • Coordination, installation, and changes in the Work as necessary for accepted substitution will be complete in all respects. Submitted by: Bob Tayson Signed by: Bob Tayson Firm: Sto Corp Address: 3800 Camp Creel pkwy Atlanta, Ga 30331 Telephone: 888-786-2955 Attachments: Yes A/E’s REVIEW AND ACTION Substitution approved - Make submittals in accordance with Specification Section 01330. Substitution approved as noted - Make submittals in accordance with Specification Section 01330. Substitution rejected - Use specified materials. Substitution Request received too late - Use specified materials. Signed by: Date: Additional Comments: Contractor Subcontractor Supplier Manufacturer A/E Copyright 1996, Construction Specification Institute, 99 Canal Center Plaza, Suite 300 Alexandria, VA 22314 Page of September 1996 CSI Form 13.1A Product Bulletin Sto EmeraldCoat® 80264 Sto EmeraldCoat® Fluid-applied high perm air barrier ASHRAE 90.1 Compliant ASHRAE 189.1 Compliant ICC Code Recognition ASTM E-2357 Evaluated Technical Data REPORT TEST METHOD TEST CRITERIA TEST RESULTS Air Leakage of Air Barrier Assembly ASTM E-2357 < 0.2 L / s·m2 at 75 Pa) (< 0.04 cfm / ft2 at 1.57 psf) 0.011 L / s·m2 at 75 Pa (0.002 cfm / ft2 at 1.57 psf) Water Penetration Resistance after UV Exposure and Heat Aging AC 212, Section 4.8 AATCC 127 (Water Column Method) 210 hours UV exposure, then 25 cycles drying [120ºF (49ºC)], then 21.6 in (55 cm) hydrostatic head for 5 hours without cracking, bond failure or water penetration No cracking, no bond failure, no water penetration after UV exposure and heat aging Transverse Load/Racking/ Restrained Environmental Cycling/Water Penetration ASTM E-1233 ASTM E-72 AC 212 ASTM E-331 No cracking after structural and restrained environmental cycle loading and no water penetration No cracking and no water penetration after loading Water Penetration Resistance ASTM E-331 No leakage after 15 minutes at 2.86 psf (136 Pa) No leakage Water Resistance ASTM D-2247 No deleterious effects after 14 days No deleterious effects after 14 days exposure period Cyclic Pressure/Water Penetration Product Bulletin Sto EmeraldCoat® Page 2 of 3 Technical Data continued REPORT TEST METHOD TEST CRITERIA TEST RESULTS VOC (g/L) This product complies with US EPA (40 CFR 59) and South Coast AQMD (Rule 1113) VOC emission standards for architectural coatings. VOC less than 100 g/L. % Solids (by volume) Calculated 65% Notes: 1. IBC: International Building Code. 2. NFPA: National Fire Protection Association. 3. Sto EmeraldCoat complies with ICC-ES AC 212, acceptance criterial for water-resistive coatings used as water-resistive barriers over exterior sheathing. Features Benefits 1 Waterproof Minimizes risk of water damage and associated repair or replacement costs 2 Vapor Permeable Minimizes risk of condensation in wall from water vapor diffusion 3 Structural No air leakage between the sheathing and StoGuard; rigid and stable under air pressure loads; does not tear or blow off the wall with wind 4 Seamless No tears, holes, or mislapped joints that can compromise performance in service 5 Durable Does not tear or lose its effectiveness with exposure to weather during construction or while in service 6 Spray Applied via Airless Spray Equipment Easy, fast installation; does not require specialized spray equipment 7 Liquid Formulation -Water Based Safe non-toxic, VOC compliant, saves time and money when installing the product, does not require highly skilled labor Surface Preparation Surfaces must be clean, dry, and free of frost, damage and all bond- inhibiting materials, including dirt, efflorescence, form oil and other foreign matter. Damaged sheathing must be removed and replaced. Avoid application over irregular surfaces. Substrate to be coated must be continuous without joints, holes, etc. exceeding 1/32" (0.8 mm) in size. Sheathing must be properly installed as required by applicable building codes or sheathing manufacturer. Mixing Mix with a clean, rust-free electric drill and paddle to a uniform consistency. PRODUCT MUST NOT BE THINNED OR DILUTED. Application Apply only to sound and clean, dry, properly prepared, frost free surfaces. Sheathing joints, inside and outside corners and rough openings must be treated with StoGuard joint and rough opening treatment. If using StoGuard Fabric pre-spot all fasteners with Sto EmeraldCoat. Spot surface defects such as overdriven fasteners, knots or other voids in sheathing surface with Sto Gold Fill. Over Exterior Gypsum Sheathing, Dens-Glass Gold, Exterior Plywood and Oriented Strand Board (OSB): Apply Sto EmeraldCoat to the prepared substrate using spray equipment such as Sto's M-8 Spray Pump or airless spray equipment that can support a minimum .031 mil tip at 3000+ psi, or with the appropriate size nap roller in a single, uniform coating at a wet thickness of 10 mils. Application over OSB, G-P Dens-Glass Gold, plywood and exterior gypsum sheathing: use a 1/2" (13 mm) nap roller. OSB sheathing may require touch-up with a second coat of Sto EmeraldCoat where wood strands are raised from the surface. Inspect surface after initial application of Sto EmeraldCoat and touch-up as needed. Over Concrete Masonry Wall Construction: Concrete masonry wall construction must be structurally sound, clean, dry, and free from damage, frost, and all bond-inhibiting material, including dust, dirt, mold, algae, and efflorescence. Repair Product Bulletin Sto EmeraldCoat® Sto Corp. 3800 Camp Creek Parkway Building 1400, Suite 120 Atlanta, GA 30331 Tel: 404-346-3666 Toll Free: 1-800-221-2397 Fax: 404 346-3119 www.stocorp.com S155-80264 Revision: 05 Date: 02/2011 Attention This product is intended for use by qualified professional contractors, not consumers, as a component of a larger construction assembly as specified by a qualified design professional, general contractor or builder. It should be installed in accordance with those specifications and Sto’s instructions. Sto Corp. disclaims all, and assumes no, liability for on-site inspections, for its products applied improperly, or by unqualified persons or entities, or as part of an improperly designed or constructed building, for the nonperformance of adjacent building components or assemblies, or for other construction activities beyond Sto’s control. Improper use of this product or use as part of an improperly designed or constructed larger assembly or building may result in serious damage to this product, and to the structure of the building or its components. STO CORP. DISCLAIMS ALL WARRANTIES EXPRESS OR IMPLIED EXCEPT FOR EXPLICIT LIMITED WRITTEN WARRANTIES ISSUED TO AND ACCEPTED BY BUILDING OWNERS IN ACCORDANCE WITH STO’S WARRANTY PROGRAMS WHICH ARE SUBJECT TO CHANGE FROM TIME TO TIME. For the fullest, most current information on proper application, clean-up, mixing and other specifications and warranties, cautions and disclaimers, please refer to the Sto Corp. website, www.stocorp.com. Page 3 of 3 Application (cont.) IMPORTANT NOTE: Sto EmeraldCoat functions as a waterproof air barrier on normal weight concrete masonry unit wall construction with flush (struck flush with the surface of the CMU) or concave joints when a minimum of two liberal coats are applied. Additional coats may be necessary depending on the condition of the CMU wall surface, CMU porosity, joint profile, and other variables that may exist. For ”rough” CMU wall surfaces, skim coat the entire surface with one of Sto’s cementitious levelers (Sto Leveler, Sto BTS® Plus, Sto BTS® Silo, or Sto Primer/Adhesive B before application of Sto EmeraldCoat. A VOID AND PINHOLE FREE SURFACE must be achieved for Sto EmeraldCoat to properly function as a waterproof air barrier on CMU wall surfaces. Curing/Drying Sto EmeraldCoat is dry to touch and can be over coated within 2-4 hours under normal conditions [70ºF (21ºC), 50% RH]. Final drying varies depending on temperature / humidity and surface conditions. Protect from rain and freezing until completely dry. Material Storage Keep containers covered to protect from skinning. If skin forms, remove the skinned material from container; remaining material is unaffected by skinned material. Clean Up Clean tools and equipment with water immediately after use. Dried material can only be removed mechanically. Limitations Health And Safety • Apply only when the surface and ambient temperatures are above 40°F (4°C) and below 100ºF (38ºC) during application and drying period. • Not recommended for use when cool, damp conditions exist for prolonged Product Bulletin StoPowerwallTM Finish 80292 StoPowerwall™ Swirl X 80296 StoPowerwall™ Fine 80297 StoPowerwall™ Medium 80298 StoPowerwall™ Swirl 80299 StoPowerwall™ Freeform Technical Data TEST TEST METHOD TEST CRITERIA TEST RESULT Flexibility ASTM D-522 1/8" (3 mm) mandrel bend at 70 °F, 40 ºF (21 °C, 4 ºC) Pass Water Absorption ASTM-D580 Measure percentage 9.30-9.93% Adhesion (psi) ASTM C-297 Modified 28 days > 40 to unprimed stucco Wash Off Resistance No wash off at 24 hours [40ºF (4ºC)] Pass Drying Time at 40ºF (4 ºC) Hours 6 Hours Drying Time at 70 ºF (21 ºC) Hours 4 Hours Freeze/Thaw Resistance EIMA 101.01 25 cycles Pass - no deleterious effects Water Vapor Permeability (U.S. Perms) ASTM E96 Method B Measure 17.5 > 15 VOC (g/L) This product complies with US EPA (40 CFR 59) and South Coast AQMD (Rule 1113) VOC emission standards for architectural coatings. VOC less than 50 g/L. Features Benefits 1 Flexible Bridges hairline cracks 2 Acrylic-based Excellent adhesion; weather-resistant 3 Ready-mixed Ready to use; no additives needed 4 Water-based Safe, non-toxic; cleans up with water 5 Low VOC Safe for workers and the environment Surface Preparation Concrete, masonry and stucco: Surfaces must be free of all bond- inhibiting materials, including dirt, efflorescence, form oil and other foreign matter. Loose or damaged material must be removed by water blasting, sandblasting or mechanical wire brushing and repaired. Product Bulletin StoPowerwallTM Finish S155-80292-80299 Revision Number: 03 Date: 10/2011 Sto Corp. 3800 Camp Creek Parkway Building 1400, Suite 120 Atlanta, GA 30331 Tel: 404-346-3666 Toll Free: 1-800-221-2397 Fax: 404 346-3119 www.stocorp.com Attention This product is intended for use by qualified professional contractors, not consumers, as a component of a larger construction assembly as specified by a qualified design professional, general contractor or builder. It should be installed in accordance with those specifications and Sto’s instructions. Sto Corp. disclaims all, and assumes no, liability for on-site inspections, for its products applied improperly, or by unqualified persons or entities, or as part of an improperly designed or constructed building, for the nonperformance of adjacent building components or assemblies, or for other construction activities beyond Sto’s control. Improper use of this product or use as part of an improperly designed or constructed larger assembly or building may result in serious damage to this product, and to the structure of the building or its components. STO CORP. DISCLAIMS ALL WARRANTIES EXPRESSED OR IMPLIED EXCEPT FOR EXPLICIT LIMITED WRITTEN WARRANTIES ISSUED TO AND ACCEPTED BY BUILDING OWNERS IN ACCORDANCE WITH STO’S WARRANTY PROGRAMS WHICH ARE SUBJECT TO CHANGE FROM TIME TO TIME. For the fullest, most current information on proper application, clean-up, mixing and other specifications and warranties, cautions and disclaimers, please refer to the Sto Corp. website, www.stocorp.com. Page 2 of 2 Surface Preparation (cont.) Health And Safety Priming: Priming is recommended for best results - color uniformity, maximum finish coverage, and neutralizing high pH (highly alkaline) surfaces such as Portland cement stucco (including StoPowerwall™ Stucco), StoQuik® Silver Cement Board Stucco, and prepared concrete and masonry surfaces. Apply primer by brush, roller, or with proper spray equipment and allow to dry before application of finish. Where pH is high (up to pH of 13), and to reduce time to application of finish, use Sto Hot Prime. Refer to product bulletins for detailed information on Sto primers. Mixing Mix with a clean, rust-free electric drill and paddle. A small amount of clean water may be added to aid workability. Limit addition of water to amount needed to achieve the finish texture. Application Apply only to sound, clean, dry, properly prepared, frost-free surfaces. Trowel: Apply StoPowerwall Finish with a clean stainless steel trowel to a rough thickness slightly more than the largest aggregate size. Use the trowel to scrape the material down to a uniform thickness no greater than the largest aggregate size. Achieve final texture by floating in a figure eight motion with a plastic float. For StoPowerwall Freeform application thickness varies depending on the pattern or texture desired. Apply to a minimum 1/16 inch (1.6 Product Bulletin Sto Primer Sand 80801 Sto Primer Sand Page 1 of 2 Technical Data Sto Primer Sand is used for priming prepared concrete, masonry, plaster, StoTherm REPORT TEST METHOD TEST CRITERIA TEST RESULTS ®/StoQuik®/Autoclaved Aerated Concrete (AAC) base coat or drywall surfaces prior to application of Sto Finishes and Coatings. Surface Burning ASTM E-84 < 25 Flame Spread Pass < 450 Smoke Developed Pass VOC (g/L) This product complies with US EPA (40 CFR 59) and South Coast AQMD (Rule 1113) VOC emission standards for architectural coatings. VOC less than 100 g/L. Features Benefits Coverage Sto Primer: 750-1100 ft² (70-102 1 Acrylic-based Excellent adhesion; improves finish coat adhesion m²) per pail. Coverage may vary depending on application technique and surface conditions. 2 Vapor permeable Allows substrate to breathe naturally 3 Water-based Safe, non-toxic; cleans up with water Promotes uniform substrate absorption Improves water resistance, improves finish coat coverage, reduces the chance of efflorescence 4 5 Tinted to same color as finish Improves finish color uniformity Packaging 6 Low VOC Safe for workers and the environment 5 gallon (19 L) pail. Shelf Life 12 months, if properly stored and sealed. Storage Protect from extreme heat [90ºF (32ºC)], freezing, and direct sunlight. Product Bulletin Sto Primer Sand S155-80801 Revision: 02 Date: 05/2010 Sto Corp. 3800 Camp Creek Parkway Building 1400, Suite 120 Atlanta, GA 30331 Tel: 404-346-3666 Toll Free: 1-800-221-2397 Fax: 404 346-3119 www.stocorp.com Attention This product is intended for use by qualified professional contractors, not consumers, as a component of a larger construction assembly as specified by a qualified design professional, general contractor or builder. It should be installed in accordance with those specifications and Sto’s instructions. Sto Corp. disclaims all, and assumes no, liability for on-site inspections, for its products applied improperly, or by unqualified persons or entities, or as part of an improperly designed or constructed building, for the nonperformance of adjacent building components or assemblies, or for other construction activities beyond Sto’s control. Improper use of this product or use as part of an improperly designed or constructed larger assembly or building may result in serious damage to this product, and to the structure of the building or its components. STO CORP. DISCLAIMS ALL WARRANTIES EXPRESS OR IMPLIED EXCEPT FOR EXPLICIT LIMITED WRITTEN WARRANTIES ISSUED TO AND ACCEPTED BY BUILDING OWNERS IN ACCORDANCE WITH STO’S WARRANTY PROGRAMS WHICH ARE SUBJECT TO CHANGE FROM TIME TO TIME. For the fullest, most current information on proper application, clean-up, mixing and other specifications and warranties, cautions and disclaimers, please refer to the Sto Corp. website, www.stocorp.com. Page 2 of 2 Surface Preparation Health And Safety Concrete and masonry surfaces: Surfaces must be free of frost, damage, and all bond-inhibiting materials, including dirt, efflorescence, form oil and other foreign matter. Loose or damaged material must be removed by water blasting, sandblasting or mechanical wire brushing and repaired. Avoid application over irregular surfaces. Resurface, patch or level surfaces to required tolerance and smoothness with appropriate Sto leveling materials. Fill surface voids. Refer to ASTM D-4258 and ASTM D-4261 for complete details on methods of preparing cementitious substrates for coatings. StoTherm® Exterior Insulation Finish Systems (EIFS): Surface must be free of all bond-inhibiting materials, including dirt and efflorescence. Gypsum wallboard surfaces: Wallboard must be taped and fasteners spotted with joint compound. Refer to ASTM C-840 and gypsum wallboard manufacturer’s literature. Surface must be free of dust, dirt and other bond-inhibiting materials. Mixing Mix with a clean, rust-free electric drill and paddle. Sto Primer Sand is applied full strength (no dilution). Application Apply only to sound and clean, dry, properly prepared, frost-free surfaces. Apply Sto Primer Sand with brush, roller, or proper spray equipment in a continuous coat. Allow to dry before applying Sto finishes. Curing/Drying Sto Primer Sand will dry within 4 hours under normal conditions [70ºF (21ºC), 50% RH]. Drying time varies with temperature/humidity and surface conditions. Protect from rain, freezing, and Sto Corp. 3800 Camp Creek Parkway Building 1400, Suite 120 Atlanta, GA 30331 Tel: 404-346-3666 Toll Free: 1-800-221-2397 Fax: 404-346-3119 www.stocorp.com LEED Compliance Information Sheet Product Name: StoGuard Emerald Coat - 264 Pre-Consumer Recycled Content %: 2.75% Post Consumer Recycled Content %: 0% VOC Content (less water & exempt solids): 51 g/L Material Resource Information: Manufacturing Location Raw Material Extraction Location Information Component # % of product by weight Atlanta Facility Location 6175 Riverside Dr. Atlanta, GA 30331 “A” 49 % Berkeley Springs, WV 25411 Component # % of product by weight Rutland, VT Facility Location 251 Quality Lane Rutland Town, VT 05701 “A” 49 % Berkeley Springs, WV 25411 Component # % of product by weight Glendale, AZ Facility Location 6504 W. Northern Ave Glendale, AZ 85301 “A” 49 % Mill Creek, OK 74856 For more information, please contact Sto Corp. at 1-800-221-2397 OOONNNEEE CCCOOO AAATTT FFFIIIBBB EEERRRGGG LLLAAASSS SSS RRR EEEIIINNN FFFOOORRR CCCEEEDDD SSSTTT UUUCCCCCC OOO PPR P RROOO DDU D UUCCC TT T NNN OO.O . . 1 112220 00000 ( ( (SSA S AANNN DDE D EEDDD )) ) AAA NND N DD NNO N OO... 11 12221 11666 ( ( (CCO C OONNN CCE C EENNN TTR T RRAAA TTE T EEDDD )) ) PRODUCT DESCRIPTION QUIKRETE® One Coat Fiberglass Reinforced Stucco is a fiber- reinforced, Portland cement based plaster designed for use in one- coat stucco applications. When applied in accordance with ICC ESR- 1240, this product provides a one-hour fire rating. PRODUCT USE QUIKRETE® One Coat Fiberglass Reinforced Stucco (FRS) is an alternative exterior wall covering to those specified in Chapter 25 of both the 1997 Uniform Building CodeTM (UBC), the 2000 International Building Code® (IBC) and Section R703 of the 2000 International Residential CodeTM (IRC). The system is a proprietary cementitious mix for use as an exterior coating reinforced with wire fabric or metal lath. It is applied to substrates of fiberboard, plywood, oriented strand TABLE 1 TYPICAL PHYSICAL PROPERTIES Wind driven rain, average flow, 0.002 lb (0.9 g) per hr 24 hours, ASTM E514 Freeze/Thaw Resistance, ICBO No visible cracking, checking Acceptance criteria or delamination, 10 F/T cycles of 75o to -20oF (24 to -29oC) Water vapor permeability, ASTM 7.2 perm (415 ng/Pa x s x E514 m2) @ 14 days Transverse load strength, ASTM E72 Wood Studs, average load to failure 96 psf (469 kg/m2) Metal studs, average load to failure 138 psf (674 kg/m2) INSTALLATION Only contractors with experience applying one-coat systems, or those certified by the manufacturer, should install QUIKRETE® One Coat FRS. PREPARATORY WORK The application of QUIKRETE® One Coat FRS is intended for use as a one-coat stucco over #20 gauge [0.035 in (0.89 mm)] 1” galvanized steel woven wire fabric lath, metal lath, and two layers of Grade D Kraft building paper or a combination of insulation board and 60 minute water resistant building paper (when applied over wood-based sheathing). For one-coat application utilize in accordance with ICC ESR-1240. Installation of wire mesh or lath and building paper shall be in accordance with ASTM C926 or local governing building codes. Control joints should be installed to limit sections to no more than 144 ft2 (13.4 m2), or at a height/width ratio of 2.5 : 1. ONE-HOUR FIRE RESISTIVE WALL ASSEMBLIES There are 3 wall configurations approved as 1-hour fire resistive wall assemblies. Do not proceed with construction without consulting ICC ESR-1240. 1. The first assembly uses 5/8" (15.9 mm) Type X gypsum wallboard on the interior face and 5/8" (15.9 mm) Type X gypsum wallboard on the exterior face. The framing can be constructed of 2" × 4" wood studs spaced 24" (610 mm) oc maximum or minimum #16 gauge galvanized steel studs spaced 24" (610 mm) oc maximum. A weather resistive barrier, lath and One Coat FRS are then applied to the exterior face. 2. The second assembly uses 5/8" (15.9 mm) Type X gypsum wallboard with Kraft-paper-faced, 3 1/2" (89 mm) thick, R-11 fiberglass batt-insulation installed in the cavity of the wall. One layer minimum of 7/16" (11.1 mm) plywood or OSB sheathing shall then be applied to the exterior face. The framing can be constructed of 2" × 4" wood studs spaced 24" (610 mm) oc maximum or minimum #16 gauge galvanized steel studs spaced 24" (610 mm) oc maximum. A weather resistive barrier, lath and One Coat FRS are then applied to the exterior face. 3. The third assembly uses 5/8" (15.9 mm) Type X gypsum wallboard with Kraft paper-faced, 3 1/2" (89 mm) thick, R-11 fiberglass batt insulation installed in the cavity of the wall. One layer minimum of 7/16" (11.1 mm) plywood or OSB sheathing shall then be applied to the exterior face. Install a weather resistive barrier, then Type I EPS insulation board with a density of 1 pcf (16.02 kg/m3) over the sheathing. The framing can be constructed of 2" × 4" wood studs spaced 16" (406 mm) oc maximum or minimum #16 gauge galvanized steel studs spaced 16" (406 mm) oc maximum. The lath and One Coat FRS are then applied to the exterior face. ACCESSORIES • Insulation boards should be fastened to the studs with approved fastening fixtures, as governed by local or national building codes. The maximum spacing of the nails, screws or mechanical fasteners 4. Do not exceed a total volume of 5.5 gal (20.8 L) of water for each 80 lb (36.3 kg) bag of concentrate used. 5. Prepare only enough mix as can be applied in 1 hour. APPLICATION 1. QUIKRETE® One Coat FRS may be trowel or spray applied. The proper selection of spray equipment is important. The use of a peristaltic pump, 1 1/2" (38 mm) hose size and 0.5" (13 mm) minimum unobstructed aspiration nozzle is recommended. An 185 cfm air compressor will provide an adequate air supply. Apply stucco onto the mesh working from bottom to top to achieve a minimum thickness of 3/8" (9.5 mm). Force the stucco through the mesh so that it fills the gap between the mesh and wall completely 2. Using a darby or straight board, screed the stucco flat 3. After the stucco has lost its sheen, use a float to smooth the surface 4. For construction details, consult ICC ESR-1240. CURING QUIKRETE® One Coat FRS must be water cured with a fine mist once it has achieved final set. Spray the wall periodically for 48 hours. During hot and dry conditions, additional precautions may be necessary, including more frequent spraying or the erection of barriers to deflect sunlight and wind. Do not apply when weather is forecast to be above 100 degrees F (38 degrees C) or below 40 degrees F (4 degrees C) within 24 hours without adopting the required hot or cold weather precautions. QUIKRETE® One Coat FRS and QUIKRETE® One Coat FRS Concentrated do not require the addition of any other material, such as coloring compounds, calcium chloride, soaps, air entraining admixtures, polymers, etc. Such additions will void any warranty and result in a violation of code conditions. PRECAUTIONS In cool weather, use warm water to speed the setting time. Do not apply when temperatures are expected to fall below 40 degrees F (4 degrees C) within 24 hours. Protect from rain, snow and freezing for 48 hours after application. During hot weather, work during cool times of the day, and use cold water to slow down the setting time. Keep cementitious substrates, such as concrete masonry block and concrete, damp prior to application. Do not apply when temperatures are above 100 degrees F (38 degrees C). WARRANTY The QUIKRETE® Companies warrant this product to be of merchantable quality when used or applied in accordance with the instructions herein. The product is not warranted as suitable for any purpose or use other than the general purpose for which it is intended. Liability under this warranty is limited to the replacement of its product (as purchased) found to be defective, or at the shipping companies’ option, to refund the purchase price. In the event of a claim under this warranty, notice must be given to The QUIKRETE® Companies in writing. This limited warranty is issued and accepted in lieu of all other express warranties and expressly excludes liability for consequential damages. The QUIKRETE® Companies One Securities Centre 3490 Piedmont Rd., NE, Suite 1300 Atlanta, GA 30305 (404) 634-9100 • Fax: (404) 842-14 * Refer to www.quikrete.com for the most current technical data, MSDS, and guide specifications SUBSTITUTION CSI Form 1.5C REQUEST (During the Bid Period) Project: Substitution Request Number: From: To: Date: A/E Project Number: Re: Contract For: © Copyright 2007, Construction Specifications Institute, 110 South Union Street, Suite 100, Alexandria, VA 22314 Page 1 Form Version: June 2004 CSI Form 1.5C This is not an official CSI Construction Contract Administration (CCA) Form. Please use CSI's official CCA Forms if required by your project needs. Specification Title: Description: Section: Page: Article/Paragraph: Proposed Substitution: Manufacturer: Address: Phone: Trade Name: Model No.: Attached data includes product description, specifications, drawings, photographs, and performance and test data adequate for evaluation of the request; applicable portions of the data are clearly identified. Attached data also includes a description of changes to the Contract Documents that the proposed substitution will require for its proper installation. The Undersigned certifies: • Proposed substitution has been fully investigated and determined to be equal or superior in all respects to specified product. • Same warranty will be furnished for proposed substitution as for specified product. • Same maintenance service and source of replacement parts, as applicable, is available. • Proposed substitution will have no adverse effect on other trades and will not affect or delay progress schedule. • Proposed substitution does not affect dimensions and functional clearances. • Payment will be made for changes to building design, including A/E design, detailing, and construction costs caused by the substitution. Submitted by: Signed by: Firm: Address: Telephone: A/E’s REVIEW AND ACTION Substitution approved - Make submittals in accordance with Specification Section 01 25 00 Substitution Procedures. Substitution approved as noted - Make submittals in accordance with Specification Section 01 25 00 Substitution Procedures. Substitution rejected - Use specified materials. Substitution Request received too late - Use specified materials. Signed by: Date: Supporting Data Attached: Drawings Product Data Samples Tests Reports MODEL 2030 KWIK-WALL... One Source for Wall Systems. KWIK-WALL’s 2000 Series - Operable wall systems answer the challenge for space division needs posed by multi-purpose room layouts. Years of continuing research and development have produced many outstanding features! KWIK-WALL's Model 2030 is the most popular panel confi guration in the industry. Panels are hinged together in groups of two (2) to allow for quick and easy movement of multiple panels from the storage location to the installed posi- tion. The track system is a continuous straight run which also simplifi es the structural header requirements that are necessary to support the wall system. A full range of panel fi nishes, op- tions and accessories are available to customize the wall to best suit your requirements. SOUND CONTROL… KWIK-WALL’s 2000 Series Steel Panel is a complete line of acoustically rated wall systems that are designed and manufactured to meet the most demanding sound control requirements. Sound Transmission Class (STC) ratings from 42 STC to 51 STC have been tested and certi- fi ed in an independent acoustical laboratory in accordance with ASTM E 90 andASTM E 413 test procedures. The STC ratings represent a single number expression of the effectiveness of an operable wall in preventing the passage of transmitted sound in the range* of 125 Hz to 4,000 Hz. For assistance with designing room division applications using Operable, Glass or Accordion wall systems, please contact your local KWIK-WALL distributor. *The average human ear has an audibility range from 125 Hz to 4,000 Hz. Levels in excess of 65 dB to 70 dB are generally too loud for ordinary speech communication. When the sound pres- sure exceeds 120 dB, it normally passes the threshold of pain. Dimensions in [ ] are millimeters. Contact your local distributor for additional assistance or visit www.kwik-wall.com 1 01-13 E. ASTM A 653: Specifi cation for General Requirements for Steel Sheet, Alloy-Coated (Galvanneal) by the Hot Dip Process. F. ASTM C 423: Standard Test Method for Sound Absorption and Sound Absorption Coeffi cients by the Reverberation Room Method. G. CCC-W-408A: Federal Specifi cation which applies to Vinyl Coated Wall Coverings. H. CFFA-W-101-D: Chemical Fabrics and Film Association Quality Standard for Vinyl Coated Fabric Wall Coverings 1.06 SUBMITTALS A. KWIK-WALL shall provide written technical information and related detail drawings, which demonstrate that the products comply with contract documents for each type of operable partition specifi ed. B. KWIK-WALL shall provide detailed engineering drawings featuring track plan, panel elevation, horizontal and vertical details and beam punching template as required. C. KWIK-WALL shall provide written test report of the independent acoustical testing laboratory certifying the attainment of the specifi ed STC rating, upon request. D. KWIK-WALL shall provide written instructions specifying the proper operation and maintenance of the operable wall system. E. KWIK-WALL shall provide a color selector demonstrating the manufacturer's selections of the specifi ed fi nish material. Samples shall consist of actual swatches of the specifi ed fi nish material. 1.07 DELIVERY, STORAGE AND HANDLING A. Panels shall be individually wrapped in a protective plastic covering to keep panels clean during delivery, storage and handling. B. Panels shall be stored on edge and above the fl oor on cushioned blocking in a dry and ventilated area, protected from humidity and temperature extremes. 1.08 SEQUENCING / SCHEDULING A. Beam Punching: KWIK-WALL shall provide beam punching template drawing detailing the anchor locations for the suspended track system (as required for Drop Rod Mounting), as required for the fabrication and installation of structural overhead support by others. B. Track Installation: Scheduling of operable wall track installation shall occur after structural overhead support has been properly and completely fabricated and installed by others. C. Panel Installation: Operable wall panel installation shall occur after fi xed wall substrate construction is properly and completely installed by others, as required to protect panels from ongoing adjacent construction. 1.09 WARRANTY A. KWIK-WALL shall warrant each partition and its component parts to be free from defects in material and workmanship for a period of fi ve (5) years from the date of delivery to the original purchaser, when installed by an authorized KWIK-WALL distributor (see actual warranty on Page 12 for details and limitations). PART 1 - MODEL 2030 GENERAL SPECIFICATION Dimensions in [ ] are millimeters. Contact your local distributor for additional assistance or visit www.kwik-wall.com 2 1.01 WORK INCLUDED A. Operable Wall System shall be furnished, installed and serviced by KWIK-WALL's authorized distributor, in compliance with the architectural drawings and specifi cations contained herein. 1.02 RELATED WORK A. Structural Support: Structural support system required for PART 2 - MODEL 2030 PRODUCT SPECIFICATION Dimensions in [ ] are millimeters. Contact your local distributor for additional assistance or visit www.kwik-wall.com 2.01 ACCEPTABLE MANUFACTURER A. Operable walls shall be Series 2000, Model 2030 Hinged Pairs as manufactured by KWIK-WALL Company. 2.02 PANEL CONSTRUCTION A. Panel Dimensions: Standard panel dimension shall be a nominal 3" [76] thick. B. Panel Frame: Vertical steel frame members shall be minimum 18-gauge galvanneal steel, horizontal top cross member shall be minimum 12 - gauge galvanneal steel, which meets or exceeds ASTM A 653 requirements. Frame shall be all-welded construction with steel corner supports and cross-bracing reinforcements. Panel frame shall be Class A rated fi re retardant, non-combustible and non-corrosive in accordance with ASTM E 84 C. Panel Skins: Panel skins shall be Class A rated (except Wood Veneer and High Pressure Laminate) in accordance with ASTM E 84. Panel skin material shall consist of (select): 1. Standard Acoustical Substrate: consisting of structural acoustical substrate pressure laminated to both sides of the steel frame to form a rigid, unitized and structural panel. 2. Optional Steel Skins: consisting of minimum 22-gauge tension-leveled galvanneal steel, pressure laminated to a structural acoustical backer and too the steel frame to form a rigid, unitized and structural panel. 3. Optional Wood Veneer: consisting of particle board core covered with wood veneer and pressure laminated to both sides of the steel frame to form a rigid, unitized and structural panel. 4. Optional High Pressure Laminate: consisting of particle board core covered with general purpose plastic laminate and Phenolic backer sheet, which is pressure laminated to both sides of the steel frame to form a rigid, unitized and structural panel. D. Panel Hinges: Panel hinges shall be architectural grade, full leaf butt hinges. Hinges shall be attached to the steel frame of the panel and reinforced with a steel backer plate. E. Panel Weight: Maximum panel weight shall be 6.5 - 12.0 lb./ft.2 (32 - 59 kg/m2) depending on STC rating, size and options selected. 2.03 OPERATION A. Operation shall be Hinged Pairs, consisting of panels hinged together in groups of two (2), unless otherwise specifi ed. Panels shall be top-supported by one (1) carrier in each panel. 2.04 STACK ARRANGEMENTS A. Stack Type: Panel storage confi guration shall be Center Stack, consisting of panels stacked on center to the wall's installed position. B. Stack Quantity: Panels shall be stored at (select): 1. Standard One End: on one end of the wall run. 2. Optional Both Ends: on both ends of the wall run. 2.05 FINISHES A. Finish Material Type: Panel fi nish material shall be Class A (except wood veneer and high pressure laminate) rated in accordance with ASTM E 84, consisting of (select): 1. Vinyl: consisting of Type II, reinforced vinyl weighing 21 oz./lin. yd. (651 g/lin. m). Upgrade Vinyl shall meet or exceed CCC-W- 408A and CFFA-W-101-D quality standards 2. Optional Upgrade Fabric: consisting of fade and tear resistant fabric that resists water-based stains weighing 13 oz./lin. yd. (403 g/lin. m). 3. Optional Basics Carpet: consisting of acoustically absorbent, PART 2 - MODEL 2030 GENERAL SPECIFICATION Dimensions in [ ] are millimeters. Contact your local distributor for additional assistance or visit www.kwik-wall.com 2. Optional Customer Supplied: from customer’s selection of fi nish material, by others, and as approved by KWIK-WALL Company C. Finish Material Application: Finish material shall be (select): 1. Standard Factory Applied: by operable wall manufacturer. Customer supplied fi nish material samples must be submitted to manufacturer for testing and approval prior to acceptance and application. 2. Optional Field Applied: by others. C. Finish Material Application: Finish material shall be (select): 1. Standard Factory Applied: by operable wall manufacturer. Customer supplied fi nish material samples must be submitted to manufacturer for testing and approval prior to acceptance and application. 2. Optional Field Applied: by others. 2.06 PERIMETER TRIM AND SEALS A. Vertical Trim and Seals: Panels shall have vertical astragals containing fl exible vinyl seals and incorporate reversible tongue- and-groove-type confi gurations for positive interlocking with adjacent panels. Vertical astragal type shall be (select): 1. Standard Trimless Astragal: consisting of an aluminum extrusion with tongue-and-groove-type vertical astragals. Vertical trim shall not be permitted on the panel faces, resulting in a minimal groove appearance between adjacent panels. 2. Optional Cap-type Astragal: consisting of an aluminum extrusion with tongue-and groove-type vertical astragals for encapsulating and protecting the fi nish material and substrate along the vertical edge of the panel. B. Horizontal Top Trim and Seals: Top seals shall consist of fl exible vinyl sweep seals installed on both sides of the panel. The seals shall consist of a compressed bulb between two (2) fi ngers of vinyl. Top seal type shall be (select): 1. Standard Fixed Top Seals: consisting of continuous-contact fl exible vinyl, sealing against the bottom fl ange of the overhead track. 2. Optional Operable Top Seals: consisting of an edge-activated seal using a removable wrench as supplied by manufacturer. Top seals shall provide a maximum 1 /2" [13] of travel.. C. Horizontal Bottom Trim and Seals: Bottom seals shall consist of multiple fi ngers of fl exible vinyl for positive contact and sealing with various fl oor surfaces. Bottom seal type shall be (select): 1. Standard Operable Bottom Seals: consisting of an edge-activated seal using a removable wrench as supplied by manufacturer. Bottom seals shall provide 11 /2" [38] of nominal travel. 2. Optional Adjustable Bottom Seals: consisting of fi eld adjustable, continuous-contact vinyl sweep seals that allow for 3 /4" [19] of nominal adjustment. 3. Optional Automatic Bottom Seals: consisting of self activated seals providing 11 /2" [38] of nominal travel. D. Horizontal and Vertical Panel Trim: All exposed panel trim and hinges shall be of one (1) similar color (select): 1. Dark Bronze 2. Grey 2.07 CLOSURE SYSTEMS 6. Optional Single Panel Expander Closure: consisting of an expander mechanism with a nominal 5" [127] of travel, activated from the face of the panel using a removable wrench. The Single Panel Expander shall be capable of rotating 360o and shall be equipped with an adjustable bottom seal (standard) or (optional) operable bottom seal, and a fl ush pull handle. 7. Optional Pocket Door(s): (see "2000 Series Pocket Door" brochure for complete details and specifi cations). Note: Optional Automatic Bottom Seal is not available in conjunction with Final Closure panel(s). 2.08 ACOUSTICAL PERFORMANCE A. Certifi cation: The operable wall shall have been tested in an independent acoustical testing laboratory in accordance with ASTM E 90 and ASTM E 413 test procedures. B. STC Rating: The operable wall acoustical performance rating shall be based on (select): 1. Standard Acoustical Substrate: with a standard rating of 49 STC, or optional ratings of 42 STC, 45 STC or 50 STC. 2. Optional Steel Skins: with optional ratings of 49 STC or 51 STC. (Note: Not available with optional Wood Veneer or High Pressure Laminate.) 2.09 PANEL ACCESSORIES A. Accessories including Pass Doors; Single or Double, Concealed Door Closures, Room Viewers, Exit Signs, Dry Marker Writing Surfaces, Recessed Eraser Trays, Vision Lites, Tack Surfaces and Pocket Doors shall be compatible with other accessories and options, furnished and installed by KWIK-WALL's authorized distributor as noted on submitted shop drawings. 2.10 TRACK SYSTEMS A. Track Type: The operable wall track system shall be (select): 1. Standard Hinged Pairs Aluminum Track: extruded from structural aluminum alloy, which prohibits deterioration caused by rust or corrosion. The aluminum track shall have a durable anodized clear satin fi nish, which resists color fading and fl aking. The track shall utilize grooves and interlocking steel pins for positive alignment of adjacent track sections. The track joints shall be reinforced overhead by a heavy-duty steel bracket made of hot-rolled, 3 /8" [10] thick plate steel. Aluminum track shall include an integral nut slot to accept a hardened steel square nut to facilitate attachment of each steel all-rod and splice brackets to the overhead structural support. 2. Optional Hinged Pairs Steel Track: consisting of roll formed, low carbon steel, .215" [5] thick. The steel track shall have a durable powder-coated, off-white fi nish, which resists color fading and fl aking. The steel track shall be reinforced overhead by heavy duty steel brackets made of hot-rolled, 3 /8" [10] thick plate steel, as required for attaching threaded all-rod to the overhead structural support and for aligning track sections at each splice joint. B. Track Size: The track size shall be (selected from Track and Carrier Selection Chart - refer to chart below): 1. Type 425 Hinged Pairs Aluminum Track: certifi ed to be capable of supporting up to 425 lb. (193 kg) of total live load weight per panel. 2. Type 850 Hinged Pairs Aluminum Track: certifi ed to be capable of supporting up to 850 lb. (386 kg) of total live load weight per panel. 3. Type 850 Hinged Pairs Steel Track: certifi ed to be capable of drawings, KWIK-WALL's shop drawings and ASTM E 557. Any deviation of the actual opening from these specifi cations shall be called to the attention of the architect prior to the installation of the operable wall. B. Defi ciencies in the operable wall opening shall be corrected by others prior to installation of the operable wall. 3.02 INSTALLATION A. The operable wall system shall be installed by KWIK-WALL's authorized distributor. B. The operable wall shall be installed in accordance with KWIK-WALL's written instructions, shop drawings and ASTM E 557 installation guidelines. 3.03 ADJUSTING AND CLEANING A. The operable wall panels and track system shall be adjusted and cleaned in accordance with KWIK-WALL's written instructions. 3.04 PROTECTION A. The operable wall panels shall be stored in the stacked (retracted) position prior to acceptance by the owner's representative. 3.05 DEMONSTRATION A. KWIK-WALL's authorized distributor shall demonstrate proper operation and explain proper and necessary maintenance requirements of the operable wall system to the owner's representative. PART 3 - MODEL 2030 EXECUTION Dimensions in [ ] are millimeters. Contact your local distributor for additional assistance or visit www.kwik-wall.com 6 1. Type 425 Hinged Pairs Polymer Tire Carrier: certifi ed to be capable of supporting up to 425 lb. (193 kg) of total live load weight per panel. 2. Type 850 Hinged Pairs Polymer Tire Carrier: certifi ed to be capable of supporting up to 850 lb. (386 kg) of total live load weight per panel. 3. Type 850 Hinged Pairs Steel Wheel Carrier: certifi ed to be capable of supporting up to 850 lb. (386 kg) of total live load weight per panel. 2.12 SUSPENSION SYSTEMS A. Mounting Systems: The track shall be supported by (select): 1. Standard Drop Rod Mount: consisting of adjustable rods of grade 2, 3 /8" [10] diameter threaded steel all rod provided with 3 /8" [10] serrated steel nuts. 2. Optional Direct Mount: consisting of 3 /8" [10] x 3" [76] lag screws for attachment to an overhead structural (wood) support. (Direct mount track installations should not exceed 425 lb. (193 kg) of panel weight). 3. Optional Drop Rod Bracket Mount: consisting of 3 /8" [10] thick steel brackets mounted to top of track and supported with adjustable rods of grade 2, 3 /8" [10] diameter threaded steel all-rod provided with 3 /8" [10] serrated steel nuts. 3.01 INSPECTION A. Proper and complete preparation of the operable wall system opening shall be by others in accordance with the architectural Notes: 1. * 8' - 8" (2.64 m)minimum panel fabrication height required. 2. For complete specifi cations and details of KWIK-WALL Accessories, please visit our website at www.kwik-wall.com. MODEL 2030 VERTICAL DETAILS Dimensions in [ ] are millimeters. Contact your local distributor for additional assistance or visit www.kwik-wall.com 7 Notes: 1. Optional automatic bottom seal is not available with fi nal closure panel(s). 01-13 Automatic Bottom Seal Optional Direct Mount Optional Drop Rod Bracket Mount 425 Hinged Pairs Aluminum Track and Carrier 850 Hinged Pairs Steel Track and Carrier 850 Hinged Pairs Aluminum Track and Carrier MODEL 2030 STACK ARRANGEMENTS Dimensions in [ ] are millimeters. Contact your local distributor for additional assistance or visit www.kwik-wall.com 8 Standard Center Stack Panels are conveniently stored at one or both ends and stacked on-center to the wall’s installed position. Stack Depth* The overall depth of the stack area, as required for panel storage, is dictated by the total number of panels in the wall system. KWIK-WALL’s Model 2030 - Steel Reinforced panels require an average stack depth of 3 1/2 " [89] per panel. To determine the stack depth, calculate as follows: Number of Panels x 31 /2" [89] Pocket Width** The width of the pocket is determined by the widest panel in the wall run. For specifi cation purposes, assume the widest panel is 4'-0" (122 cm) maximum. Wall systems that utilize Automatic type bottom seals will require extra pocket width to allow clearance for the actuator that protrudes from the bottom of the lead panel. Pocket width may be calculated as follows: If Adjustable or Operable Bottom Seals are specifi ed: Widest Panel + 7" [178] (allows 31 /2" [89] for hand clearance on each side) If Automatic Bottom Seals are specifi ed: Widest Panel + 10" [254] (for actuator clearance on one side) plus 31 /2" [89] (for hand clearance on the other side) *Note: Additional stack depth is required for wall systems containing the following type of panels: • Expander Panel Closure or Pass Door Panel: 3 /4 " [19] • Hinged Panel(s) Closure: 4" [102] • Pocket Door(s): 6" [152] **For wall systems that include Pocket Doors, please reference KWIK-WALL’s "2000 Series Pocket Door" brochure for pocket layout dimensions and applications. Standard Expander Panel Closure The fi nal closure panel is equipped with an expander closure located on the vertical edge of the panel that mechanically telescopes outward to create a positive contact seal with a rigid wall, pocket door or jamb. The expander closure is activated by inserting a wrench into an escutcheon plate located on the panel face. The expander panel is equipped with a fl ush pull handle and an adjustable bottom seal (standard) or (optional) operable bottom seal. Optional Hinged Panel Closure (Single or Double) This fi nal closure confi guration is accomplished by a (single) half panel which is hinged permanently and directly to a structural wall (as shown at right). The double version includes a second panel that is hinged to the half panel. The MODEL 2030 FINAL CLOSURE SYSTEMS Dimensions in [ ] are millimeters. Contact your local distributor for additional assistance or visit www.kwik-wall.com 9 Optional Communicating Panel Closure This fi nal closure panel is a full-sized panel (maximum 3'-0" (.9 m) wide x 10'-2" (3.10 m) high) which is hinged permanently and directly to a structural wall. The communicating panel functions as a full height pass door, incorporates an adjustable bottom seal and includes a fl ush pull handle on each side of the panel. Optional Three-Panel-Train Closure The last three (3) panels in the wall system are hinged together to form a three-panel train. The fi nal panel in the train is equipped with an expander closure located on the vertical edge of the panel that mechanically telescopes outward to create a positive contact seal with a rigid wall, pocket door or jamb. The three (3) fi nal closure panels are equipped with adjustable bottom seals and includes a fl ush pull handle. Optional Lap Panel Closure The fi nal closure is accomplished by two (2) panels equipped with bulb seals for sealing against a rigid wall surface on one (1) side, and a lap-type extrusion that overlaps with the adjacent panel on the opposite side. The lap closure panel is equipped with adjustable bottom seals and includes a fl ush pull handle. Optional Single Panel Expander Closure The fi nal closure panel is equipped with an expander mechanism in the same way as the more common expander panel. The single panel expander shall be center hung and capable of rotating 360o and, is equipped with an adjustable bottom seal (standard) or (optional) operable bottom seal and is used specifi cally with hinged pairs operation, and includes a fl ush pull handle. (Maximum panel height is 12'-2" (3.71 m)). Optional Double Pocket Doors with Expander Closure The pocket door is equipped with an expander mechanism in the same way as the more common expander panel. Rather than being located on a wall panel, the expander closure is integrated into a pocket door panel. The saddle expander will be fully retracted with a pair of bulb seals compressed against the last panel exiting the stack. The pocket doors are provided with fi xed bottom seals and includes a foot bolt and fl ush pull handle. NOTE: Horizontal details for numbers 1 - 10 referenced above can be found on Pages 10 and 11. 01-13 MODEL 2030 HORIZONTAL DETAILS - TRIMLESS VERTICAL ASTRAGAL Dimensions in [ ] are millimeters. Contact your local distributor for additional assistance or visit www.kwik-wall.com 10 01-13 MODEL 2030 HORIZONTAL DETAILS - CAP-TYPE VERTICAL ASTRAGAL Dimensions in [ ] are millimeters. Contact your local distributor for additional assistance or visit www.kwik-wall.com 11 01-13 MODEL 2030 OPERABLE WALL LIMITED WARRANTY Note: Due to ongoing research and development, some variation may occur in product specifi cations and design. Please refer to your actual KWIK-WALL shop drawing(s) for exact product dimensions and specifi cations. 1010 E. EDWARDS ST. SPRINGFIELD, IL 62703 USA • P: 217-522-5553 • F: 217-522-1170 • www.kwik-wall.com Distributed By: KWIK-WALL Company warrants each operable wall and its component parts to be free from defects in material and workmanship for a period of fi ve (5) years from date of delivery to the original purchaser, when installed by an authorized KWIK-WALL distributor. KWIK-WALL Company reserves the right to have authorized personnel inspect any part alleged to be defective and to refuse any returned material unless the return was previously authorized by KWIK-WALL. This warranty does not apply to any damage or deterioration caused by abuse or failure to provide reasonable and necessary maintenance. All fi eld applied fi nishes, accessories or product modifi cations are specifi cally excluded under this warranty. KWIK-WALL’s liability hereunder is limited to the replacement of any partition or component part found to be defective. Labor charges are the responsibility of the customer. KWIK-WALL SHALL NOT BE LIABLE FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES. ALL OTHER WARRANTIES EXPRESSED OR IMPLIED INCLUDING ANY IMPLIED WARRANTY OF MERCHANTABILITY ARE HEREBY EXPRESSLY EXCLUDED. Some states do not allow the exclusion or limitation of consequential or incidental damages, so the above limitation or exclusion may not apply to you. This warranty gives you specifi c legal rights, and you may also have other rights which vary from state to state. 01-13 Abound Solar, Inc. 2695 Rocky Mountain Ave Suite 300 Loveland, CO 80538 USA www.abound.com phone +1.970.619.5340 fax +1.970.488.3237 email sales@abound.com AB1 Series Thin-Film Photovoltaic Module Designed to meet the unique needs of large-scale installations Abound Solar’s AB1-Series off ers high-performance, cost- eff ective modules employing next-generation thin-fi lm solar technology tailored to minimize total cost of electricity generation. High energy output in range of operating environments • Better performance in low-light and high-temperature conditions than crystalline silicon Tight power output bins (+2.5 / -0 W) • Better fi eld performance • Eliminates risk of underperformance TruLock™ seal against the elements • Enhanced dual moisture / vapor barrier • Increases reliability and module life for long-term installations Lower voltages at given power output • Enables longer module strings and lower balance of system costs Fully-automated end-to-end manufacturing based in the USA • Reduces manufacturing cost while maximizing reliability Industry leading warranty • 5 year materials and workmanship • 25 year power output guarantee for 90% of nominal output during fi rst 10 years and 80% over 25 years Abound Solar´s Collection and Recycling program eliminates recycling costs and residual liability for module owners. • Product designed for recyclability • Collection and recycling of modules at end-of-life • Pre-funded at purchase Doc#10557 Rev B; December 21, 2011 *Each module features a white barcode (shown at bottom left) to allow for tracking throughout manufacturing and isolation scribes (parallel to the 1200mm dimension). ® AB1 Series Thin-Film Photovoltaic Module Unless otherwise indicated, all electrical characteristics +/-10%. Product classes are defi ned by positive binning (+2.5/-0W) according to measured PMPP under STC. The accuracy of this measurement is ±5%. Specifi cations subject to change without notice. No rights can be derived from this product datasheet and Abound Solar, Inc. assumes no liability connected to or resulting from the use of any information contained herein. All details regarding Abound Solar’s off ering including Warranty are subject to the terms and conditions set forth in Abound Solar’s agreement with its customers. Doc#10557 Rev B; December 21, 2011 Electrical Specifi cations Performance at STC (1000W/m2, 25°C, AM 1.5) Product Class AB1-65 AB1-67 AB1-70 AB1-72 AB1-75 Nominal Power (+2.5/-0W) PMPP(W) 65.00 67.50 70.00 72.50 75.00 Voltage at PMPP VMPP(V) 33.00 33.60 34.10 34.70 35.60 Current at PMPP IMPP(A) 1.99 2.03 2.08 2.10 2.11 Short Circuit Current ISC(A) 2.47 2.48 2.48 2.48 2.49 Open Circuit Voltage VOC(V) 45.70 46.00 46.20 46.40 46.90 Performance at NOTC (800W/m2, 20°C, AM 1.5) Product Class AB1-65 AB1-67 AB1-70 AB1-72 AB1-75 Nominal Power PMPP(W) 47.50 49.50 51.30 52.50 54.50 Voltage at PMPP VMPP(V) 29.80 30.40 30.90 31.30 32.2 Current at PMPP IMPP(A) 1.59 1.63 1.66 1.68 1.69 Short Circuit Current ISC(A) 1.98 1.98 1.99 1.99 1.99 Open Circuit Voltage VOC(V) 41.34 41.55 41.74 41.97 42.40 System Properties (at STC) Maximum System Voltage VSYS(V) 1000 Limiting Reverse Current IR(A) 4A Maximum Series Fuse ICF(A) 4A (UL) Thermal Properties (at STC) Temperature Coeffi cient of PMPP % / °C -0.25 Temperature Coeffi cient of VOC % / °C -0.10<10 °C, -0.32>10 °C Temperature Coeffi cient of ISC % / °C +0.04 Certifi cations UL (1703) – Class C, CE Mark, IEC (61646), IEC (61730) – Class A, MCS, CEC Mechanical Specifi cations Length x Width 1200 mm x 600 mm Weight 12 kg Thickness 8.1 mm Front glass 3.1 mm heat strengthened glass Back glass 3.1 mm tempered glass Frame None Cell type Cadmium Telluride (CdTe) Cell orientation Parallel to the 1200 mm dimension Bypass diode Integrated in junction box Cable length 600 mm Connectors Multi-Contact MC4 Encapsulation TruLock™ dual moisture / vapor barrier edge seal 1200 600 600 520 100 60 74 8.1 27 -0.4/+0.8mm 19 closure panel(s) features an adjustable bottom seal(s) and includes a fl ush pull handle on each side of the panel. FINAL CLOSURE SYSTEM 01-13 OPTIONS AND ACCESSORIES KWIK-WALL off ers a full complement of accessories for customizing any operable wall system to meet the specifi c needs of the most demanding project. EXIT * [2134] [1219] VARIES 4'-0" 7'-0" PASS DOOR 4 5 7 6 1 2 3 01-13 ACCESSORIES 1. Pass Door (Single shown, double available) 2. Pass Door Vision Lite 3. Exit Sign 4. Writing Surface 5. Recessed Eraser Tray 6. Panel Vision Lite 7. Tack Surface 8. Pocket Door (Not shown) supporting up to 850 lb. (386 kg) of total live load weight per panel. 2.11 CARRIER SYSTEMS A. Carrier Type: Each Hinged Pair panel shall be top supported by one (1) carrier utilizing a 5 /8" [16] diameter pendant bolt. The carrier type shall be (select): 1. Type 425 Polymer Tire Carrier: consisting of four (4) permanently-lubricated, precision ball bearing steel wheels with high strength polymer tires, as required for smooth and quiet operation. 2. Type 850 Polymer Tire Carrier: consisting of eight (8) permanently-lubricated, precision ball bearing steel wheels with high strength polymer tires, as required for smooth and quiet operation. 3. Type 850 Steel Wheel Carrier: consisting of four (4) permanently-lubricated, precision ground ball bearing polished steel wheels, as required for ease of panel movement. B. Carrier Size: The carrier size shall be (select from Track and Carrier Selection Chart - refer to chart below): PART 2 - MODEL 2030 PRODUCT SPECIFICATION Dimensions in [ ] are millimeters. Contact your local distributor for additional assistance or visit www.kwik-wall.com 5 01-13 *Based on 4' - 0" (1.22 m) Intermediate panel widths. Depending on panel options selected KWIK-WALL may require 850 Track & Carriers. 2030 SERIES - TRACK AND CARRIER SELECTION CHART Panel Skin Type Maximum Panel Weight lb./ ft2 Up to 8' - 2" (2.49 m) Panel Fabrication Height* Up to 9' - 2" (2.79 m) Up to 10' - 2" (3.10 m) Up to 11' - 2" (3.40 m) Up to 12' - 2" (3.71 m) Up to 13' - 2" (4.01 m) Up to 14' - 2" (4.32 m) Up to 15' - 2" (4.62 m) Up to 16' - 2" (4.93 m) STC Rating 42 45 49 50 49 51 850 TRACK & CARRIERS 6.5 (32 kg/m2) 8.5 (41 kg/m2) 9.8 (48 kg/m2) 11.0 (54 kg/m2) 10.9 (53 kg/m2) 12.0 (59 kg/m2) Acoustical Substrate Acoustical Substrate Acoustical Substrate Acoustical Substrate Steel Skin Steel Skin 425 TRACK & CARRIERS A. Initial Closure System: The lead panel (the fi rst panel exiting the stack) shall form a seal vertically against a rigid wall surface, as accomplished by a (select): 1. Standard Bulb Seal: consisting of continuous-contact, fl exible vinyl bulb seals installed along the vertical edge of the lead panel for positive compression against a rigid wall surface. 2. Optional Fixed Starter Jamb: consisting of an aluminum extrusion, which is permanently mounted to a structural wall surface. The Fixed Starter Jamb shall incorporate a tongue-and- groove-type vertical astragal for positive interlocking with the lead panel. 3. Optional Adjustable Starter Jamb: consisting of an aluminum extrusion which is permanently mounted to a structural wall surface and is fi eld-adjustable to compensate for out-of-plumb conditions of the fi xed wall. The Adjustable Starter Jamb shall incorporate a tongue-and-groove-type vertical astragal for positive interlocking with the lead panel. B. Final Closure System: The fi nal closure panel (the last panel exiting the stack) shall form a seal vertically against a rigid wall surface. The type of fi nal closure panel shall be (select): 1. Standard Expander Panel Closure: consisting of an expander mechanism with a nominal 5" [127] of travel, activated from the face of the panel using a removable wrench as supplied by manufacturer. The Expander Panel shall be equipped with an adjustable bottom seal (standard) or (optional) operable bottom seal, and a fl ush pull handle. 2. Optional Hinged Panel(s) Closure: consisting of a panel hinged permanently and directly to a structural wall surface. The Hinged Panel(s) shall be equipped with an adjustable bottom seal, a lap-type extrusion for sealing against its adjacent panel (standard) or (optional) expander mechanism with a nominal 5" [127] of travel, activated from the face of the panel using a removable wrench, and a fl ush pull handle on each side of the panel. 3. Optional Communicating Panel Closure: consisting of a full-sized panel hinged permanently and directly to a structural wall surface. The Communicating Panel shall function as a full height pass door (maximum panel size: 3'-0" (.91 m) wide x 10'-2" (3.10 m) high), with an adjustable bottom seal, a lap-type extrusion for sealing against its adjacent panel, and a fl ush pull handle on each side of the panel. 4. Optional Three-Panel-Train Closure: consisting of three (3) panels hinged together to form a three-panel-train. The last panel in the train shall incorporate an expander mechanism, activated from the face of the panel with a removable wrench as supplied by manufacturer, that extends a nominal 5" [127] to seal against a rigid wall surface. The three (3) panels in the train will be equipped with adjustable bottom seals, and a fl ush pull handle. 5. Optional Lap Closure: consisting of a pair of panels equipped with bulb seals for sealing against a rigid wall surface along one (1) vertical edge, and a lap-type extrusion that overlaps with the adjacent panel on the opposite edge. The Lap Closure panels shall be equipped with adjustable bottom seals, and a fl ush pull handle. 01-13 4 non-woven needle punch fi bers fused to prevent fraying and unraveling of material weighing 28.5 oz./lin. yd. (884 g/lin. m). Basics Carpet shall achieve a minimum NRC rating of .25 (ap plied over gypsum substrate) in accordance with ASTM C 423. 4. Optional Upgrade Carpet: consisting of acoustically absorbent, non-woven needle punch fi bers fused to prevent fraying and unraveling of material weighing 23 oz./lin. yd. (713 g/lin. m). Upgrade Carpet shall achieve a minimum NRC rating of .20 (applied over gypsum substrate) in accordance with ASTM C 423. 5. Optional Wood Veneer: consisting of unfi nished fl at cut wood veneer laminated to 1/2" [12.7] thick particle board core. Veneer shall be book / running matched within a panel. (Notes: Optional Class "A" rated particle board is available. Acoustical substrate STC ratings apply for Wood Veneer panel construction.) 6. Optional High Pressure Laminate: consisting of general purpose plastic laminate pressure bonded to 1/2" [12.7] thick particle board core. (Note: Acoustical substrate STC ratings apply for High Pressure Laminate panel construction.) 7. Optional Unfi nished: consisting of panels with exposed acoustical substrate or steel skins for fi eld applied wallcovering or painting B. Finish Material Supplier: Finish material shall be (select): 1. Standard Factory Supplied: from manufacturer’s standard selection of fi nish materials, as specifi ed. MODEL 2030 PRODUCT GUIDE Optional Steel Skin Construction STC Rating Panel Thickness (nominal) Max. Panel Weight lb./ft.2 Maximum Panel Height Maximum Wall Width 49 51 3" [76] 3" [76] 16' - 2" (4.93 m) 16' - 2" (4.93 m) 10.9 (53 kg/m2) 12.0 (59kg/m2) Unlimited Unlimited Maximum Wall Width 16' - 2" (4.93 m) 16' - 2" (4.93 m) 16' - 2" (4.93 m) 16' - 2" (4.93 m) MODEL 2030 PRODUCT GUIDE Standard Acoustical Substrate Construction STC Rating Panel Thickness (nominal) Max. Panel Weight lb./ft.2 Maximum Panel Height 42 45 49 50 3" [76] 3" [76] 3" [76] 3" [76] 6.5 (32 kg/m2) 8.5 (41 kg/m2) 9.8 (48 kg/m2) 11.0 (54 kg/m2) Unlimited Unlimited Unlimited Unlimited 01-13 *Optional Wood Veneer or High Pressure only available as Accoustical Substrate Construction. suspending the operable wall shall be designed, installed and pre-punched by others, in accordance with ASTM E 557 and KWIK-WALL's shop drawings. B. Insulation: Sound insulation and baffl es for the plenum area above the track system, under the permanent fl oor, inside air ducts passing over or around the operable wall, and in permanent walls adjoining the operable wall system shall be by others, in accordance with ASTM E 557. C. Opening Preparation: Proper and complete preparation of the operable wall system opening shall be by others in accordance with ASTM E 557, and shall include fl oor leveling; plumbness of adjoining permanent walls; substrate and or ceiling tile enclosures for the track system; and the painting and fi nishing of trim and other materials adjoining the head and jamb areas of the operable wall. Any permanent wall(s) receiving an adjustable or fi xed wall jamb will require internal structural blocking in order to secure the jamb to the permanent wall. Refer to a copy of the shop drawings for additional details. 1.03 SYSTEM DESCRIPTION A. The operable wall system shall consist of Hinged Pair Panels that are top supported by one (1) carrier. Featuring panels hinged together in evenly matched pairs (groups of two (2)), unless otherwise specifi ed. B. The operable wall system shall consist of acoustically rated panels tested in accordance with ASTM E 90 and ASTM E 413 test procedures, and shall have achieved a STC rating as specifi ed herein (see "Acoustical Performance" article listed under Part 2 - Products). 1.04 QUALITY ASSURANCE A. The operable wall shall have been tested in an independent acoustical testing laboratory in accordance with ASTM E 90 and ASTM E 413 test procedures. B. The operable wall panel construction and fi nish materials shall consist of Class A rated materials (except as noted, under “Finishes” Part 2 – Products) in accordance with ASTM E 84. C. The operable wall shall be installed by KWIK-WALL's authorized distributor in accordance with ASTM E 557. 1.05 REFERENCES A. ASTM E 90: Laboratory Measurement of Airborne-Sound Transmission Loss of Building Partitions. B. ASTM E 413: Determination of Sound Transmission Class (STC). C. ASTM E 557: Architectural Application and Installation of Operable Partitions. D. ASTM E 84: Surface Burning Characteristics of Building Materials. 01-13 should not exceed 12" (305 mm) unless otherwise controlled by the codes. All fasteners must penetrate studs a minimum of 3/4" (19.1 mm) or as otherwise specified by local building codes. • A variety of different accessories may be needed to provide completely homogeneous exterior cladding with no possibility of water leakage, either at corners, around openings or at the bottom and top of the cladding system. Consult ICC ESR-1240 for details. • All trim, screeds and corner reinforcement must be galvanized steel or approved plastic. • Joint sealant - Seal joints with an approved exterior sealant material where foam edges meet metal or plastic trim, such as with weep bases or dip screeds, and where J metal trim is applied. Sealant must comply with ASTM C834. MIXING MIXING (Sanded) Machine mix in a paddle-type mortar mixer: 1. Add approximately 5.5 quarts (5.2 L) of clean water into the mixer for each 80 lb (36.3 kg) bag. 2. Slowly pour the contents of the bag(s) into the mixer. Mix for 3 - 5 minutes until a firm, workable consistency is achieved. Avoid over- mixing, as this may affect the integrity of the fibers. If more water is needed, add small amounts at a time and continue to mix until desired consistency is achieved. 3. Do not exceed a total volume of 6.5 quarts (6.2 L) of water for each 80 lb (36.3 kg) bag. 4. Prepare only enough mix as can be applied in 1 hour. MIXING (Concentrated) Machine mix in a paddle-type mortar mixer: 1. Add approximately 4.5 gal (17 L) of clean water into the mixer for each 80 lb (36.3 kg) bag. 2. Add approximately 180 lb (81.6 kg) of clean dry plaster sand (ASTM C897). 3. Slowly pour the contents of the bag(s) into the mixer. Mix for 2 - 3 minutes until a firm, workable consistency is achieved. Avoid over- mixing, as this may affect the integrity of the fibers. Consistency will vary, depending on sand loading and moisture content. If more water is needed, add small amounts and continue to mix until desired consistency is achieved. board (OSB), gypsum sheathing or expanded polystyrene (EPS) insulation board on exterior walls of wood or steel stud construction. QUIKRETE® One Coat Fiberglass Reinforced Stucco may also be used as base coat in conventional two- or three-coat stucco systems. QUIKRETE® One Coat FRS Sanded is a factory prepared mixture of Type I or Type II Portland cement complying with ASTM C150, hydrated lime complying with ASTM C207, fibers and other approved ingredients. QUIKRETE® One Coat FRS Concentrated is the same as QUIKRETE® One Coat FRS Sanded, except the concentrated mix is provided for field addition of sand. COVERAGE QUIKRETE® One Coat One Coat Fiberglass Reinforced Stucco, per 80 lb (36.3 kg) bag: 3/8” (9.5 mm) 22-27 ft2 (2.0-2.5 m2) 1/2” (12.7 mm) 17-21 ft2 (1.6-2.0 m2) 3/4” (19.0 mm) 11-14 ft2 (1.0-1.3 m2) QUIKRETE® One Coat Fiberglass Reinforced Stucco Concentrated, per 80 lb (36.3 kg) bag, blended with 180 pounds (81.6 Kg) of plaster sand: 3/8” (9.5 mm) 72-88 ft2 (6.7-8.2 m2) 1/2” (12.7 mm) 56-68 ft2 (5.2-6.3 m2) 3/4” (19.0 mm) 36-46 ft2 (3.3-4.3 m2) All coverages are approximate and vary with thickness, waste, etc. SIZES • QUIKRETE® One Coat FRS is packaged in 80 lb (36 kg) bags • QUIKRETE® One Coat FRS Concentrated is packaged in 80 lb (36.3 Kg) bags and must be field mixed with properly graded plaster sand in accordance with ASTM C897. Each 80 lb (36.3 Kg) bag should be mixed with approximately 180 lb (81.6 Kg) of sand. TECHNICAL DATA Applicable Standards ASTM International • ASTM C150 Standard Specification for Portland Cement • ASTM C207 Standard Specification for Hydrated Lime for Masonry Purposes • ASTM C834 Standard Specification for Latex Sealants • ASTM C897 Standard Specification for Aggregate for Job-Mixed Portland Cement-Based Plasters • ASTM C926 Standard Specification for Application of Portland Cement-Based Plaster • ASTM C 1063 Standard Specification for Installation of Lathing and Furring to Receive Interior and Exterior Portland Cement-Based Plaster • ASTM E72 Standard Test Methods of Conducting Strength Tests of Panels for Building Construction • ASTM E514 Standard Test Method for Water Penetration and Leakage Through Masonry Approvals U.S. Department of Housing and Urban Development (HUD) - #1207 International Code Council (ICC) ESR-1240 Fire Rating For construction of exterior walls with a 1-hour fire resistive wall assembly, follow instructions in ICC ESR-1240. The assemblies include substrates of fiberboard, plywood, OSB, gypsum sheathing, or EPS insulation board on exterior walls of wood or steel stud construction. QUIKRETE® One Coat One Coat FRS when tested in accordance with the procedures specified yields the results indicated in Table 1. Portland Cement Plastering 09 24 00 DIVISION 9 continuous high humidity until completely dry. Clean Up Clean tools and equipment with water immediately after use. Dried material can only be removed mechanically. Limitations • Use Sto Primer Sand only when surface and ambient temperatures are above 40°F (4°C) during application and drying period. • Not recommended as a finish coat. • Sto Primer Sand should not be used on horizontal surfaces unless protected with appropriate Sto decorative floor coating or finish. • Sloped surfaces: Refer to Sto details. Health Precautions Product is water-based. As with any chemical construction product, exercise care when handling. Safety Precautions Use adequate ventilation. Safety goggles and protective gloves are recommended. Remove contaminated clothing immediately. First Aid SKIN CONTACT: Wash tho- roughly with soap and water. EYE CONTACT: Flush immediately with water for 10-15 minutes and contact a physician. RESPIRATORY PROBLEMS: Remove affected person to fresh air immediately and contact a physician. HYGIENE: Wash hands immediately after use. Wash clothing before re-use. Spills Collect with suitable absorbent material such as cotton rags. Disposal Dispose of in accordance with local, state or federal regulations. Warning KEEP CONTAINER CLOSED WHEN NOT IN USE. KEEP OUT OF THE REACH OF CHILDREN. NOT FOR INTERNAL CONSUMPTION. FOR INDUSTRIAL USE ONLY. Consult the Material Safety Data Sheet for further health and safety information. Material Safety Data Sheet (MSDS) is available at www.stocorp.com LIMITED WARRANTY This product is subject to a written limited warranty which can be obtained free of charge from Sto Corp. Refer to Sto Specifications for more complete information on proper use and handling of this product. mm), maximum 3/16 inch (4.8 mm) thickness in one pass. Texturing may be achieved by trowel, special roller, or putty knife. Apply uniformly to avoid color discrepancies. Once applied, the working time is up to 15 minutes depending upon material, ambient temperatures and surface conditions. Spray: Apply the StoPowerwall Finish with a hand-held gravity-feed hopper type sprayer, texture spray pump machine, or other appropriate equipment such as the StoSilo system or Sto’s M-8 spray pump. Apply an even coat to ensure full coverage of the surface. (Spray application is not recommended for StoPowerwall Swirl). IMPORTANT:ALWAYS check color for proper match. If color does not match, STOP-call your Sto representative. For best results always prime cementitious substrates. Apply coating in a continuous application, always working from a wet edge or architectural break to eliminate cold joints. Minor shade variations may occur from batch to batch (refer to batch no. on pail).Avoid installing separate batches side-by-side and avoid application in direct sunlight. Avoid installing new finish adjacent to weathered or aged finish. Sto Corp. will not be responsible for shade or color variation from batch to batch, variation caused by application or substrate deficiencies, or fading resulting from natural causes such as weather. See Tech Hotline Nos. 0694-C, 0893-EC and 1202-CF for helpful tips on prevention of color problems. Protect installed product from rain, freezing, and continuous high humidity until completely dry. Curing/Drying StoPowerwall Finish dries within 24 hours under normal conditions [70ºF (21ºC), 50% RH]. Drying time varies with temperature/ humidity and surface conditions. Clean Up Clean tools and equipment with water immediately after use. Dried material can only be removed mechanically. Limitations  Use StoPowerwall Finish only when surface and ambient temperatures are above 40°F (4°C) during application and drying period.  StoPowerwall Finish should not be used on horizontal, below grade or water immersed surfaces.  StoPowerwall Finish is not recommended over interior wall surfaces. Health Precautions Product is water-based. As with any chemical construction product, exercise care when handling. Safety Precautions Use adequate ventilation. Safety goggles and protective gloves are recommended. Remove contaminated clothing immediately. First Aid SKIN CONTACT: Wash thoroughly with soap and water. EYE CONTACT: Flush immediately with water for 10-15 minutes and contact a physician. RESPIRATORY PROBLEMS: Remove affected person to fresh air immediately and contact a physician. HYGIENE: Wash hands immediately after use. Wash clothing before reuse. Spills Collect with suitable absorbent material such as cotton rags. Disposal Dispose of in accordance with local, state or federal regulations. Warning KEEP CONTAINER CLOSED WHEN NOT IN USE. KEEP OUT OF THE REACH OF CHILDREN. NOT FOR INTERNAL CONSUMPTION. FOR INDUSTRIAL USE ONLY. Consult the Material Safety Data Sheet on www.stocorp.com for further health and safety information. LIMITED WARRANTY This product is subject to a written limited warranty which can be obtained free of charge from Sto Corp. Refer to Sto Specifications for more complete information on proper use and handling of this product. Avoid application over irregular surfaces. Resurface, patch or level surfaces to required tolerance and smoothness with appropriate Sto leveling materials. Refer to ASTM D-4258 and ASTM D-4261 for complete details on methods of preparing cementitious substrates for coatings. StoPowerwall™ Finish is a ready mixed, flexible, acrylic, elastomeric, textured wall coating used as a decorative and protective wall finish over prepared vertical, above grade concrete, masonry and plaster/ stucco substrates. Coverage StoPowerwall Fine: 148-158 ft² (13.8-14.1 m²) per pail. StoPowerwall Medium: 111-120 ft² (10.3-11.2 m²) per pail. StoPowerwall Swirl: 120-130 ft² (11.2-12.1 m²) per pail. StoPowerwall Swirl X: 90-100 ft² (8.3-9.3 m²) per pail. StoPowerwall Freeform: 90-130 ft² (8.3-12.1 m²) per pail. Coverages may vary depending on application technique and surface conditions. Packaging 5 gallon pail (19 L). Shelf Life 12 months, if properly stored and sealed. Storage Protect from extreme heat [90ºF (32ºC)], freezing, and direct sunlight. Page 1 of 2 periods. Cool, damp conditions retard drying and may require extended periods of protection against rain or freezing. • Do not use on damp surfaces, below grade, or on surfaces subject to water immersion. • Fire-retardant treated or pressure treated plywood substrates must be dry and free of all bond-inhibiting materials. • Not recommended for spanning holes or sheathing joints in excess of 1/8" (3 mm) wide. • Maintain temperatures above 40°F (4°C) during drying period for at least 24 hrs. • Provide adequate ventilation during application and drying period. • Ventilate temporary heaters to the exterior to prevent water vapor from accumulating on or within the wall assembly materials. • Sto EmeraldCoat can be left exposed to weather for up to 60 days. Install cladding over Sto EmeraldCoat within 60 days of installation. • For sheathing use a slip sheet (typically one layer of building paper) between Sto EmeraldCoat and metal lath in Portland cement stucco and similarly constructed wall assemblies. Paper may be omitted when paperbacked stucco lath is used. • NOT RECOMMENDED FOR USE BENEATH EIFS Precautions Exercise care when attaching metal lath or other wall assembly components through StoGuard so that fasteners go into (not between) framing supports. Seal all penetrations through the wall. Test assemblies when necessary to verify performance. LIMITED WARRANTY This product is subject to a written limited warranty which can be obtained free of charge from Sto Corp. Refer to Sto Specifications for more complete information on proper use and handling of this product. Health Precautions Product is water-based. As with any chemical construction product, exercise care when handling. Safety Precautions Use adequate ventilation. Safety goggles and protective gloves are recommended. Remove contaminated clothing immediately. First Aid SKIN CONTACT: Wash thoroughly with soap and water. EYE CONTACT: Flush immediately with water for 10-15 minutes and contact a physician. RESPIRATORY PROBLEMS: Remove affected person to fresh air immediately and contact a physician. HYGIENE: Wash hands immediately after use. Wash clothing before re-use. Spills Collect with suitable absorbent material such as cotton rags. Then dispose in accordance with applicable local regulations. Disposal Dispose in accordance with local, state or federal regulations. Warning KEEP CONTAINER CLOSED WHEN NOT IN USE. KEEP OUT OF THE REACH OF CHILDREN. NOT FOR INTERNAL CONSUMPTION. FOR INDUSTRIAL USE ONLY. Consult the Material Safety Data Sheet on www.stocorp.com for further health and safety information. cracks up to 1/8 inch (3 mm) wide by filling with Sto Gold Fill. Rake the crack with a sharp tool to remove loose or friable material, and blow clean with oil-free compressed air. Apply Sto Gold Fill by spray, trowel or putty knife over the crack and smooth with the knife or trowel. For cracks wider than 1/8" (3 mm) and up to 1/4" (6 mm) wide, use a paintable acrylic latex caulk to fill the crack, tool flush with the surface, and allow to dry completely. For moving cracks consult a structural engineer. Do not use Sto Gold Fill to repair moving cracks or cracks wider than 1/8" (3 mm). Protect crack repair materials from rain and freezing until dry. For Air and Moisture Barrier: Spray-applied over CMU: Apply Sto EmeraldCoat uniformly with the Sto M-8 pump, airless spray, or other suitable spray equipment. Back-roll to fill the surface and allow to dry. Apply a second uniform coat of Sto EmeraldCoat and back-roll to achieve a void and pinhole free surface. Depending on the condition of the surface a minimum of 10 wet mils up to a maximum of 30 wet mils per coat is required. Apply additional coats if needed to achieve a VOID AND PINHOLE FREE surface. Roller-applied over CMU: Apply Sto EmeraldCoat uniformly with a 3/4 inch (19 mm) nap roller and allow to dry. Apply a second uniform coat of Sto EmeraldCoat to achieve a void and pinhole free surface. Depending on the condition of the surface a minimum of 10 wet mils up to a maximum of 30 wet mils per coat is required. Apply additional coats if needed to achieve a VOID AND PINHOLE FREE surface. Testing ASTM E-283 ASTM E-331 No water penetration or evidence of elevated moisture levels in plywood sheathing after 10 cycles of conditioning at 299 Pa (6.24 psf) positive and negative pressure followed by 75 minutes water spray at 6.24 psf (299 Pa) pressure differential with water spray rate of 5 gal/ft²·hr (3.4 L/m²·min) No water penetration, no elevated moisture levels Resistance to Mold Growth ASTM D-3273 No mold growth after 28 days No mold growth after 28 day exposure Freeze/Thaw Resistance AC 212, Section 4.2 No deleterious effects after 10 cycles No deleterious effects after 10 cycle exposure Water Vapor Permeance ASTM E-96 Method B (Water Method) >5 US perms (287 ng/Pa·s·m²) 17.0 US perms (976 ng/Pa·s·m²) Air Barrier ASTM E-2178 < 0.02 L/s·m² @ 75 Pa (< 0.004 cfm/ft² @ 1.57 psf) 0.001 L/s·m² (0.0002 cfm/ft²) Structural Integrity ASTM E-330 2 inches (51 mm) water pressure (positive and negative) for 1 hour No loss of structural integrity Nail Sealability ASTM D-1970 Pass Flexibility ASTM D-522 No cracking or delamination using 1/8” (3 mm) mandrel at 14º F (-10º C) before & after aging No cracking or delamination before & after aging Tensile Adhesion ASTM C-297 > 15 psi (103 kPa) or exceed strength of substrate Exposure 1 OSB: 32 psi (221 kPa) Ext. Plywood: 86 psi (592 kPa) Dens-Glass® Gold: exceeds strength of substrate Ext. Gypsum Sheathing: exceeds strength of substrate Tensile Bond: ASTM D-4541 Dow 790 to Sto EmeraldCoat Dow 795 to Sto EmeraldCoat 55 psi 89 psi Surface Burning ASTM E-84 (with StoGuard Fabric) Flame Spread: ≤25 Smoke Developed: ≤450 Flame Spread: <15 Smoke Developed: <35 ICC & NFPA Class A Building Material Fire Testing NFPA 285 and UBC 26-9 No increase in fire hazard Pass Sto EmeraldCoat® is a ready- mixed, flexible waterproof air barrier membrane. It is applied directly to wall sheathing and functions as a vertical above grade waterproof air barrier when combined with StoGuard® joint and rough opening treatment. Sto EmeraldCoat® is one component of the StoGuard Assembly, which is a fluid- applied membrane that offers a superior waterproof air barrier. StoGuard can be used beneath various claddings including Portland cement stucco, vinyl, cement board siding and brick. Coverages per Pail Dens-Glass Gold: 425-525 ft² (39-49 m²) Exterior Gypsum: 550-650 ft² (51-60 m²) Plywood: 425-525 ft² (39-49 m²) OSB: 400-500 ft² (37-46 m²) CMU (2 coats): 100-300 ft² (9.3-28 m²) Coverages may vary depending on application technique and surface conditions When used with StoGuard Fabric to treat the sheathing joints and rough openings: Dens-Glass Gold: 400-500 ft² (37-46 m²) Exterior Gypsum: 500-600 ft² (46-56 m²) Plywood: 400-500 ft² (37-46 m²) OSB: 350-450 ft² (33-42 m²) CMU (2 coats): 100-300 ft² (9.3-28 m²) Coverages may vary depen- ding on the number of rough openings as well as surface conditions. Packaging 5 gallon (19 L) pail. Shelf Life 12 months, if properly stored and sealed. Storage Keep containers covered to protect from skinning. If ma- terial skins, remove skinned material from container. Page 1 of 3 HP -2 14x8 SA HP -3 14x14 SA HP -6 12x12 SA 16x16 RA 14x12 RA 16x10 RA 12x10 SA 10x10 SA 8ø SA 12x8 RA 8ø SA 6ø OSA 10x10 OSA 16x10 OSA 8ø OSA 8ø OSA 6ø OSA 6ø OSA 6ø OSA 520 30x12 D MECH. RM. 65 Consulting Engineers, Inc. COPYRIGHT 2013 B G ANZE EAUDIN Project No: (970) 949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 Vail: Denver: Fort Collins: Albuquerque: www.bgce.com PROJECT DATE DRAWN 712 WHALERS WAY SUITE, B‐100 FORT COLLINS, CO 80525 (970) 223‐1820 www.aller‐lingle‐massey.com PRINTED FILE NAME: NOT FOR CONSTRUCTION 9324.00 5/6/2013 11:13:48 AM C ALLER‐LINGLE‐MASSEY 2013 0000‐Project‐SD.rvt MAIN LEVEL HVAC PLAN 1243.06 Author 3/26/13 M2.1 Major Amendment Fort Collins, CO Nix Farm Natural Areas Facility RE: _/M_ FOR FIRE AND FIRE/SMOKE DAMPER ASSEMBLY. RE: _/M_ FOR TYPICAL DIFFUSER CONNECTION. RE: _M/_ FOR FAN COIL UNIT INSTALLATION. RE: _/M_ FOR ROUND DUCT TAKE-OFF DIAGRAM. RE: _/M_ FOR 45° DUCT TAKE-OFF DIAGRAM. COORDINATE ROUTING OF CONDENSATE DRAIN LINES WITH ARCHITECT PRIOR TO INSTALLATION. CEILING COORDINATION OF ALL MEP SYSTEMS (LIGHTING, DUCTWORK, DIFFUSERS, ELECTRICAL, FIRE PROTECTION, ETC.) MUST BE COMPLETED BY THE CONTRACTOR PRIOR TO THE START OF ANY INSTALLATIONS. AVOID ROUTING DUCTWORK OVER ELECTRICAL ROOMS OR ELECTRICAL PANELS; MAINTAIN N.E.C. CLEARANCES. COORDINATE ROUTINGS WITH ELECTRICAL CONTRACTOR. PROVIDE FLEXIBLE DUCT AND PIPE CONNECTIONS TO ALL MOTORIZED EQUIPMENT. VERIFY ALL EQUIPMENT ACCESS PANELS WITH MANUFACTURER AND ARCHITECT. PEX PIPING SHALL NOT BE ALLOWED TO PENETRATE FIRE BARRIERS WHERE FIRE CAULKING IS REQUIRED. ALL RETURN AIR GRILLES SHALL BE PROVIDED WITH SOUND BOOT. RE: _/M_ FOR INSTALLATION. T-STATS AND CO2 SENSORS SHALL BE LOCATED NEAR THE LIGHT SWITCH WITHIN THE ROOM SHOWN. COORDINATE WITH ARCHITECT & ELECTRICAL ENGINEER TO MATCH HEIGHT AND LOCATION. ALL DUCTWORK SHALL BE ROUTED AS HIGH AS POSSIBLE IN THE CEILING SPACE. UTILIZE JOIST SPACE WHEN POSSIBLE, ESPECIALLY WHERE CROSSING OTHER DUCTS, PIPES, AND ELECTRICAL. ACCESS PANELS SHALL BE 24x24, UNOP LOCATIONS SHOWN ARE APPROXIMATE, EXACT LOCATIONS SHALL BE COORDINATED WITH THE ARCHITECTS DRAWINGS AND WITH THE LOCATIONS OF THE EQUIPMENT OR APPARATUS THAT THEY SERVE. BALANCE OA BRANCH DUCT TO EACH HEAT PUMP TO CFM SHOWN ON HEAT PUMP SCHEDULE. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. HVAC NOTES: # FLAG NOTES: 1 1/4" = 1'-0" MAIN LEVEL HVAC PLAN 1 TRANSITION FROM EF DISCHARGE TO 10"ø. ROUTE UP TO CEILING AND TERMINATE WITH CODE APPROVED VENT CAP. 2 1/2" = 1'-0" ENLARGED MECH ROOM GHX HEADER PAIR TO MECHANICAL ROOM ADD 01.3 SUPPLIED 20 VA 120 V LIGHTOLIER C651520DL40KWCCLPVA C6L15N1 R4 2' LINEAR LED WALL WASHER WITH 0-10V DIMMING FOR MOUNTING IN HARDLID CEILING RECESSED 0' - 4" - LED AS SUPPLIED 14 VA 120 V ARCHITECTURAL LIGHTING WORKS LPLWWT-DRY-2'-HP7-LED-DIM-120-AL R5 2' LINEAR LED WALL WASHER WITH 0-10V DIMMING FOR MOUNTING IN SUSPENDED CEILING RECESSED 0' - 4" - LED AS SUPPLIED 14 VA 120 V ARCHITECTURAL LIGHTING WORKS LPLWWT-TGRID-2'-HP7-LED-DIM-120-AL S1 4' LINEAR LENSED STRIPLIGHT SURFACE - LED AS SUPPLIED 31 VA 120 V DAYBRITE LF4FR3140ULAG S2 19" SURFACE MOUNTED LED UNDER CABINET FIXTURE SURFACE - LED AS SUPPLIED 6 VA 120 V ALKCO LINCS100-L19-120-WHG W1 4'' WALL MOUNTED STRIPLIGHT FOR UTILITY CLOSETS WALL - LED AS SUPPLIED 31 VA 120 V DAYBRITE LF4FR3140ULAG W2 4' WALL MOUNTED WALL BRACKET FOR STAIRWAY WALL - LED AS SUPPLIED 40 VA 120 V AXIS LIGHTING PRWLED-B1-750-35-S-4-AP-120-D-1 W3 EXTERIOR WALLPACK WALL - LED AS SUPPLIED 35 VA 120 V GARDCO 101L-3-35LA-NW-UNIV X1 THERMOPLASTIC LED EXIT SIGN WITH GREEN LETTERING, NICAD BATTERY BACKUP, AND FULLY ADJUSTABLE EGRESS LIGHTING HEADS VARIES - LED AS SUPPLIED 5 VA 120 V EELP XC-2-G-W-SD X2 LOW PROFILE LED EMERGENCY UNIT WITH ADJUSTABLE HEADS WALL - LED AS SUPPLIED 5 VA 120 V EELP EM1-L PROVIDE FEED-THRU LUGS. PROVIDE LOCKABLE CIRCUIT BREAKER FOR FACP. Notes: Appliances 3420 VA Per NEC 220.56 3318 VA Equipment 18266 VA 100% 18266 VA TOTAL CURRENT: 328 A Motors 35256 VA Per NEC 430.24 36186 VA Receptacles 22680 VA Per Nec 220 16340 VA TOTAL LOAD: 78.7 kVA Lighting 3634 VA 125% 4543 VA LOAD CLASSIFICATION FEEDER SUBTOTAL DEMAND FACTOR FEEDER TOTAL PANEL TOTALS Total Amps: 359 A 344 A Total Load: 43122 VA 41317 VA AB 53 SPARE -- 1 20 A 0 VA 0 VA 20 A 1 -- SPARE 54 51 SPARE -- 1 20 A 0 VA 0 VA 20 A 1 -- SPARE 52 49 SPARE -- 1 20 A 0 VA 0 VA 20 A 1 -- SPARE 50 47 SPARE -- 1 20 A 0 VA 0 VA 20 A 1 -- SPARE 48 45 BREAKROOM COUNTER R 1 20 A 360 VA 0 VA 20 A 1 -- SPARE 46 43 EWC, IRRIGATION CTRL E 1 20 A 800 VA 0 VA 20 A 1 -- SPARE 44 41 MOTORIZED DOORS E 1 20 A 1000 VA 0 VA 20 A 1 -- SPARE 42 39 FACP E 1 20 A 600 VA 0 VA 20 A 1 -- SPARE 40 37 CORRIDOR REC R 1 20 A 720 VA 1254 VA 20 A 1 L 1ST FL, EXT LIGHTING 38 35 RECEPTION REC R 1 20 A 540 VA 1473 VA 20 A 1 L 1ST FL LIGHTING 36 33 COPY/PRINT REC R 1 20 A 540 VA 890 VA 20 A 1 L 2ND FL LIGHTING 34 31 PRINTER E 1 20 A 1200 VA 720 VA 20 A 1 R IT ROOM POWER 32 29 WORK RM REC R 1 20 A 900 VA 1220 VA 20 A 1 R; E IT RM, SECURITY PNL 30 27 WORK RM FLOORBOX R 1 20 A 720 VA 360 VA 20 A 1 R IT RACK POWER 28 25 WORK RM REC R 1 20 A 1080 VA 600 VA 20 A 1 E LCP GENERAL POWER 26 23 CONF RM FLOORBOXES R 1 20 A 1080 VA 964 VA 20 A 1 R; E 2ND FL PRINT, EF-2 24 21 CONF RM COUNTER R 1 20 A 900 VA 180 VA 20 A 1 R 2ND FL PRINTER 22 19 CONF RM AV EQP E 1 20 A 800 VA 1440 VA 20 A 1 R 2ND FL WORKSTATIONS 20 17 BREAK ROOM REC R 1 20 A 540 VA 1800 VA 20 A 1 R 2ND FL WORKSTATIONS 18 15 REFRIGERATOR E 1 20 A 1200 VA 1800 VA 20 A 1 R 2ND FL WORKSTATIONS 16 13 -- -- -- -- 3700 VA 1980 VA 20 A 1 R 2ND FL WORKSTATIONS 14 11 ELECTRIC RANGE E 2 40 A 3700 VA 1000 VA 20 A 1 E FIRE SMOKE DAMPERS 12 9 HOOD E 1 20 A 500 VA 1440 VA 20 A 1 R WORKSTATION RECS 10 7 BREAKROOM COUNTER R 1 20 A 360 VA 1440 VA 20 A 1 R WORKSTATION RECS 8 5 DISPOSAL A 1 20 A 1200 VA 1440 VA 20 A 1 R WORKSTATION RECS 6 3 DISHWASHER A 1 20 A 1020 VA 1022 VA 20 A 1 R; E SUPPORT, P-5, EF-1 4 1 MICROWAVE A 1 20 A 1200 VA 600 VA 20 A 1 E MECH CTRL POWER 2 NO. LOAD DESCRIPTION TYPE POLE TRIP ABABTRIP POLE TYPE LOAD DESCRIPTION NO. A.I.C. Rating 12,000A Wires: 3 Mounting: Surface Phases: 1 MLO or MCB: MLO Location: ELEC. RM. 201 Volts: 120/240V Bus Rating: 400 A Branch Panel: PNL L1 Notes: Appliances 0 VA Per NEC 220.56 0 VA Equipment 2900 VA 100% 2900 VA TOTAL CURRENT: 163 A Motors 35256 VA Per NEC 430.24 36186 VA Receptacles 0 VA Per Nec 220 0 VA TOTAL LOAD: 39.1 kVA Lighting 0 VA 125% 0 VA LOAD CLASSIFICATION FEEDER SUBTOTAL DEMAND FACTOR FEEDER TOTAL PANEL TOTALS Total Amps: 159 A 159 A Total Load: 19078 VA 19078 VA AB 41 SPACE -- -- -- 0 VA 0 VA -- -- -- SPACE 42 39 -- -- -- -- 1476 VA 0 VA -- -- -- SPACE 40 37 HP-6 M 2 20 A 1476 VA 0 VA -- -- -- SPACE 38 35 -- -- -- -- 1572 VA 0 VA -- -- -- SPACE 36 33 HP-5 M 2 20 A 1572 VA 0 VA -- -- -- SPACE 34 31 -- -- -- -- 1572 VA 0 VA -- -- -- -- 32 29 HP-4 M 2 20 A 1572 VA 0 VA 20 A 2 -- SPARE 30 27 -- -- -- -- 1476 VA 0 VA -- -- -- -- 28 25 HP-3 M 2 20 A 1476 VA 0 VA 20 A 2 -- SPARE 26 23 -- -- -- -- 720 VA 200 VA -- -- -- -- 24 21 HP-2 M 2 15 A 720 VA 200 VA 15 A 2 E PV ENERGY METER 22 19 -- -- -- -- 1860 VA 1250 VA -- -- -- -- 20 17 HP-1 M 2 25 A 1860 VA 1250 VA 20 A 2 E WH-1 18 15 -- -- -- -- 1200 VA 1572 VA -- -- -- -- 16 13 P-4 M 2 20 A 1200 VA 1572 VA 20 A 2 M HP-10 14 11 -- -- -- -- 1200 VA 1140 VA -- -- -- -- 12 9 P-3 M 2 20 A 1200 VA 1140 VA 15 A 2 M HP-9 10 7 -- -- -- -- 1200 VA 720 VA -- -- -- -- 8 5 P-2 M 2 20 A 1200 VA 720 VA 15 A 2 M HP-8 6 3 -- -- -- -- 1200 VA 720 VA -- -- -- -- 4 1 P-1 M 2 20 A 1200 VA 720 VA 15 A 2 M HP-7 2 NO. LOAD DESCRIPTION TYPE POLE TRIP ABABTRIP POLE TYPE LOAD DESCRIPTION NO. A.I.C. Rating 12,000A Wires: 3 Mounting: Surface Phases: 1 MLO or MCB: MLO Location: ELEC. RM. 201 Volts: 120/240V Bus Rating: 400 A Branch Panel: PNL L1(2) MECHANICAL EQUIPMENT SCHEDULE MARK DESCRIPTION VOLT/P HASE HP WATTS FLA MCA STARTER DISCONNECT FEEDER PANEL SPECIFIC NOTE EF-1 EXHAUST FAN 120/1 - 83 W 1.4 1.7 - PROVIDED WITH EQP 20(2WG) PNL L1 EF-2 EXHAUST FAN 120/1 - 244 W 2.0 2.5 - PROVIDED WITH EQP 20(2WG) PNL L1 HP-1 HEAT PUMP 240/1 - 3720 W - 15.5 - 20A 2P 20(2WG) PNL L1(2) HP-2 HEAT PUMP 240/1 - 1440 W - 6 - 20A 2P 20(2WG) PNL L1(2) HP-3 HEAT PUMP 240/1 - 2952 W - 12.3 - 20A 2P 20(2WG) PNL L1(2) HP-4 HEAT PUMP 240/1 - 3144 W - 13.1 - 20A 2P 20(2WG) PNL L1(2) HP-5 HEAT PUMP 240/1 - 3144 W - 13.1 - 20A 2P 20(2WG) PNL L1(2) HP-6 HEAT PUMP 240/1 - 2952 W - 12.3 - 20A 2P 20(2WG) PNL L1(2) HP-7 HEAT PUMP 240/1 - 1440 W - 6 - 20A 2P 20(2WG) PNL L1(2) HP-8 HEAT PUMP 240/1 - 1440 W - 6 - 20A 2P 20(2WG) PNL L1(2) HP-9 HEAT PUMP 240/1 - 2280 W - 9.5 - 20A 2P 20(2WG) PNL L1(2) HP-10 HEAT PUMP 240/1 - 3144 W - 13.1 - 20A 2P 20(2WG) PNL L1(2) P-1 PUMP 240/1 1.5 HP 2400 W 10 12.5 VFD BY EC 20A 2P 20(2WG) PNL L1(2) P-2 PUMP 240/1 1.5 HP 2400 W 10 12.5 VFD BY EC 20A 2P 20(2WG) PNL L1(2) P-3 PUMP 240/1 1.5 HP 2400 W 10 12.5 VFD BY EC 20A 2P 20(2WG) PNL L1(2) P-4 PUMP 240/1 1.5 HP 2400 W 10 12.5 VFD BY EC 20A 2P 20(2WG) PNL L1(2) P-5 PUMP 120/1 - 39 W .32 .4 - MOTOR RATED SW 20(2WG) PNL L1 WH-1 WATER HEATER 240/1 - 2500 W 10.4 13 - 20A 2P 20(2WG) PNL L1(2) LIGHTING CONTROL SCHEDULE - LCP RELAY PANEL CIRCUIT AREA DESCRIPTION RELAY CONTROL ON/OFF NOTES 1 L1-36 CORRIDOR 1/2 FIXTURES LV, TC 2 L1-36 CORRIDOR 1/2 FIXTURES LV, OC, TC 3 L1-36 RECEPTION LINEAR PENDANTS LV, TC 4 L1-34 2ND FL CORRIDOR LV, OC ,TC 5 L1-34 2ND FL PRINT RM LV, OC, TC 6 L1-36 STAIRS WALL BRACKETS LV, TC 7 L1-38 DISPLAY WALLWASH FIXTURES LV, TC DIMMED VIA LCP 8 L1-38 EXTERIOR WALLPACKS TC/PC 9 L1-38 PARKING LOT POLE LIGHTS TC/PC 10 L1-38 EXTERIOR PATIO LV, TC/PC LV= LOW VOLTAGE SWITCH, TC = TIMECLOCK, OC= OCCUPANCY SENSOR, PC = PHOTOCELL PROVIDE TWO SEPARATE TIMECLOCK ZONES, ONE FOR INTERIOR ZONES AND A SECOND FOR EXTERIOR ZONES. TIMECLOCK SCHEDULING SHALL BE COORDINATED WITH OWNER DURING SYSTEM PROGRAMMING. 1 1 SS 3 DL COPY/PRINT 104 2 PERSON WORKSTATION 118 VESTIBULE 100 DISPLAY 102 WAITING 101 RECEPT CONF. RM. 103 106 WORKROOM 105 STOR. 107 2 PERSON WORKSTATION 117 WORKSTATION 116 WORKSTATION 115 WORKSTATION 114 JAN. 111 CORRIDOR 110 UNISEX R.R. 113 UNISEX R.R. 112 BREAK RM. 108 MECH. RM. 109 2 1 9 10 A C F H I 5 4 3 6 7 8 B D E G R2 R2 R2 R2 R2 R2 R1 R1 R1 R1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 R3 R3 R3 R3 P1 P1 R2 R2 R2 R2 P1 R2 R2 R2 R2 R3 R3 S1 S1 W3 W1 W3 W3 X1 X1 TWO OCCUPANCY SENSORS IN CORRIDOR TO ONLY CONTROL LIGHTING ZONE LCP-2 IN CORRIDOR. S2 R3 W3 W3 W1 R3 W2 1 2 2 LCP- 10 LCP- 1 LCP- 2 UP TO 2ND FL LCP- 3 3 3 3 38 38 38 38 38 38 38 38 36 36 36 36 36 36 36 36 36 4 4 X1 X1 5 6 LCP- 6 7 8 8 R3 R3 R2 R2 R2 X2 X2 R4 R4 R4 R5 LCP- 7 NL 9 P2 P2 COORDINATE EXACT SUSPENSION LENGTH OF FIXTURES WITH ARCHITECT DAYLIGHT SENSOR ONLY CONTROLS 'R2' FIXTURES IN BREAK ROOM 1 Consulting Engineers, Inc. COPYRIGHT 2013 B G ANZE EAUDIN Project No: (970) 949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 Vail: Denver: Fort Collins: Albuquerque: www.bgce.com PROJECT DATE DRAWN 712 WHALERS WAY SUITE, B‐100 FORT COLLINS, CO 80525 (970) 223‐1820 www.aller‐lingle‐massey.com PRINTED FILE NAME: 9327.00 8/15/2013 1:25:15 PM C ALLER‐LINGLE‐MASSEY 2013 0000‐Project‐SD.rvt MAIN LEVEL LIGHTING PLAN 1243.06 ACR 07/19/13 E2.1 Major Amendment Fort Collins, CO Nix Farm Natural Areas Facility 1 Addendum #1 8‐16‐13 NUMBERS NEXT TO DEVICES REPRESENT THE CIRCUIT NUMBER IN PANEL 'L1' UNO. CIRCUIT EXIT SIGNS AND EGRESS LIGHTS TO NEAREST UNSWITCHED LIGHTING CIRCUIT. REFER TO LIGHTING CONTROL SCHEDULE ON E6.1 FOR INFORMATION ON FIXTURES TIED INTO 'LCP'. OCCUPANCY SENSORS ARE STAND ALONE UNLESS NOTED TO TIE BACK INTO THE LIGHTING CONTROL PANEL. REFER TO LIGHTING CONTROL DIAGRAM AND OFFICE LIGHTING CONTROL SCHEMATIC ON SHEET E5.1 FOR MORE INFORMATION ON LIGHTING CONTROL INTENT. 1. 2. 3. 4. 5. LIGHTING NOTES: 1 1/4" = 1'-0" MAIN LEVEL LIGHTING PLAN # FLAG NOTES: 1 PROVIDE 120V CONNECTION FOR INTEGRAL LIGHTING IN SOLATUBE. PROVIDE J-BOX ABOVE ACCESSIBLE CEILING IN WAITING ROOM FOR LED DRIVER CONNECTION AND PROVIDE CONNECTION TO SOLATUBE FROM DRIVER AS REQUIRED. 2 PROVIDE LUTRON TEN VOLT INTERFACE #GRX-TVI FOR EACH DIMMED ZONE TO ALLOW SWITCHING AND DIMMING OF FIXTURES. INSTALL PER MANUFACTURER'S GUIDELINES. PROVIDE NOVA T SLIDE-TO-OFF DIMMERS. 3 CIRCUIT WALLPACK THROUGH LCP-8 FOR CONTROL VIA PHOTOCELL/TIMECLOCK. 4 TIE OCCUPANCY SENSOR BACK INTO LIGHTING CONTROL PANEL 'LCP' FOR CONTROL OF RELAY AS INDICATED ON LIGHTING CONTROL SCHEDULE. 5 PROVIDE LOW VOLTAGE SWITCH WITH 3 BUTTONS. THE FIRST SHALL CONTROL LCP-3, THE SECOND SHALL CONTROL BOTH LCP-1 AND LCP-2, AND THE THIRD SHALL BE A DIMMABLE SWITCH TO CONTROL LCP-7. 6 PROVIDE LOW VOLTAGE SWITCH WITH 2 BUTTONS. THE FIRST SHALL CONTROL LCP-6 AND THE SECOND SHALL CONTROL BOTH LCP-1 AND LCP-2. 7 PROVIDE LOW VOLTAGE SWITCH WITH 1 BUTTON TO CONTROL BOTH LCP-1 AND LCP-2. 8 PROVIDE LOW VOLTAGE SWITCH WITH 1 BUTTON TO CONTROL LCP-10. 9 ONE 4' SECTION OF FIXTURE 'P1' IS DESIGNATED A NIGHT LIGHT AND SHALL BE LEFT ON AT ALL TIMES. FIXTURE LIGHT LEVEL TO STILL BE CONTROLLED BY LOCAL DAYLIGHT SENSOR. CIRCUIT TO L1-36. 114 JAN. 111 CORRIDOR 110 UNISEX R.R. 113 UNISEX R.R. 112 BREAK RM. 108 MECH. RM. 109 2 1 9 10 A C F H I 5 4 3 6 7 8 B D E G C C +24" REF CT CABINET MAIN DISCONNECT WITH BUSSED GUTTER BELOW UTILITY METER, PROVIDE 1"C TO I.T ROOM PV DISCONNECT INVERTER DISP (3) 4" CONDUIT RISER, COORDINATE EXACT ROUTING WITH MECH EQUIPMENT/PIPING, RE: E0.2 FOR MORE INFORMATION HP 6 HP 5 HP 1 HP 4 HP 2 HP 3 'FACP' P 3 P 4 P 1 P 2 WH 1 EF 1 P 5 1 2 3 3 4 4 4 4 4 5 C 1 DW 5 7 7 9 15 6 7 11,13 17 17 17 23 23 23 29 29 29 29 29 25 25 25 25 25 25 27 27 21 19 21 21 19 21 21 37 37 37 33 33 33 35 31 35 41 41 8 9 2 4 4 4 4 4 6 6 6 6 8 8 8 8 10 10 10 10 43 EWC 10 43 37 11 COORDINATE EXACT LOCATION OF SWITCH WITH ARCHITECT 3 45 45 1 Consulting Engineers, Inc. COPYRIGHT 2013 B G ANZE EAUDIN Project No: (970) 949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 Vail: Denver: Fort Collins: Albuquerque: www.bgce.com PROJECT DATE DRAWN 712 WHALERS WAY SUITE, B‐100 FORT COLLINS, CO 80525 (970) 223‐1820 www.aller‐lingle‐massey.com PRINTED FILE NAME: 9327.00 8/15/2013 1:25:12 PM C ALLER‐LINGLE‐MASSEY 2013 0000‐Project‐SD.rvt MAIN LEVEL POWER PLAN 1243.06 ACR 07/19/13 E1.1 Major Amendment Fort Collins, CO Nix Farm Natural Areas Facility 1 Addendum #1 8‐16‐13 NUMBERS NEXT TO DEVICES REPRESENT THE CIRCUIT NUMBER IN PANEL 'L1' UNO. INCREASE CONDUCTORS BY ONE SIZE FOR EACH 75' OF RUN FROM DISTRIBUTION POINT. FIRE ALARM SYSTEM IS DESIGN/BUILD. DEVICES SHOWN ON PLAN ARE TO CONVEY MINIMUM REQUIREMENTS ONLY. REFER TO SPECIFICATIONS FOR MORE INFORMATION. CIRCUIT ALL FIRE/SMOKE DAMPERS TO L1- 12. 1. 2. 3. 4. POWER NOTES: # FLAG NOTES: 1 PROVIDE 1-1/2" CONDUIT BETWEEN WORKSTATION AND TV FOR DATA CABLING BY OTHERS. PROVIDE BOX AT BOTH ENDS WITH GROMMETTED OPENING IN FACEPLATE. 2 PROVIDE POWER AND BOX FOR DATA CABLING FOR TV. REFER TO DIAGRAM ON E5.1 FOR MORE INFORMATION. 3 PROVIDE 120V CONNECTION FOR MOTORIZED DOOR. WIRELESS PUSHBUTTONS FOR ACTIVATION OF DOOR ARE BEING UTILIZED. COORDINATE EXACT REQUIRMENTS WITH INSTALLER. 4 PROVIDE FLUSH FLOORBOX BY WIREMOLD, SERIES #RFB4E-6CTC. PROVIDE TWO DUPLEX RECEPTACLES AND SPACE FOR TWO GANGS OF DATA DEVICES. COORDINATE EXACT TYPE OF COMMUNICATIONS BRACKETS WITH OWNER. ROUTE 1-1/4"C FOR DATA CABLING FROM FLOORBOX TO NEAREST WALL AND UP TO ACCESSIBLE CEILING. 5 PROVIDE 4" CONDUIT FROM ABOVE ACCESSIBLE CEILING IN CORRIDOR TO IT ROOM ON 2ND FLOOR FOR DATA CABLING BY OTHERS. COORDINATE EXACT ROUTING WITH MECHANICAL PIPING AND EQUIPMENT. 6 PROVIDE 120V CONNECTION FOR HOOD. COORDINATE EXACT REQUIREMENTS WITH EQUIPMENT PROVIDED. 7 PROVIDE NEMA #14-50 RECEPTACLE FOR ELECTRIC RANGE. WIRING SHALL BE 40(3WG). COORDINATE EXACT CONNECTION WITH EQUIPMENT PROVIDED. 8 PROVIDE 120V CONNECTION FOR FACP AND 3/4" CONDUIT BACK TO I.T. ROOM FOR PHONE LINE. CIRCUIT TO L1-39. 9 PROVIDE 120V POWER FOR MECHANICAL CONTROL PANELS. COORDINATE EXACT LOCATION WITH CONTROLS CONTRACTOR. 10 PROVIDE 120V CONNECTION FOR IRRIGATION CONTROLLER. CONFIRM EXACT LOCATION AND REQUIREMENTS WITH INSTALLER PRIOR TO ROUGH-IN. 11 LOCATION OF EGAUGE ENERGY METER. PROVIDE NEMA 3R ENCLOSURE FOR MOUNTING. CIRCUIT TO L1(2)-22,24. REFER TO E4.1 FOR MORE INFORMATION. 1 1/4" = 1'-0" MAIN LEVEL POWER PLAN HP -4 HP -5 EF -1 HP -1 18x12 16x12 1 HP -2 HP -3 16x12 SA HP -6 18x12 RA 12x8 RA 14x12 8ø SA 8ø OSA 8ø OSA 8ø OSA OA 24x12 D 20x12 A 130 6" A 90 6" A 90 6" A 110 6" 10" x 8" 260 B 210 A 8" 18" x 10" B 600 12x8 EXH 6" x E 8" 150 5" x E 6" 75 x 50 C 5" 6" 350 A TYP. 2 10" 350 A TYP. 2 10" A 425 10" x 125 5" C TYP. 2 6" A 200 6" A 100 6" A 220 8" 18" x 10" 600 B 12x8 RA 8" x 4" 110 B 8" x 6" B 130 14x12 SA 20x12 RA 16x12 SA 18x12 RA 14x10 155 F 140 F 12x10 SA 10" x 6" 205 B 4ø 6ø 14x12 OSA 6ø F/S F/S F/S 2 2 8ø OSA F/S F/S 8" x 6" 150 B 8" x 4" B 110 12x12 8ø 6ø SA F/S 150 A 6" 8x6 8x6 6x4 6ø 6ø A 125 6" F/S 10ø OSA F/S x 250 H 24" x 12" 10x10 x 200 H 12" x 12" 12x8 14x12 8ø 8ø TYP. 2 UNLINED EXHAUST DUCT FROM RANGE HOOD TO LOUVER. 18" x 12" EXH 3 F/S F/S F/S 10x10 18" x 10" 550 B 14x12 SA 75 C D C 8x8 8ø F/S TERMINATE WITH GRILLE AS CLOSE TO WALL AS POSSIBLE. 6ø 28x5 DN 16x5 14x12 10x4 DN 12x6 12x6 14x12 10x4 DN 10x5 DN 12x5 DN 8ø 14x10 SA 10x5 DN 1 Consulting Engineers, Inc. COPYRIGHT 2013 B G ANZE EAUDIN Project No: (970) 949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 Vail: Denver: Fort Collins: Albuquerque: www.bgce.com PROJECT DATE DRAWN 712 WHALERS WAY SUITE, B‐100 FORT COLLINS, CO 80525 (970) 223‐1820 www.aller‐lingle‐massey.com PRINTED FILE NAME: 9327.00 8/15/2013 1:25:24 PM C ALLER‐LINGLE‐MASSEY 2013 0000‐Project‐SD.rvt MAIN LEVEL HVAC PLAN 1243.06 CWH/CGC 07/19/13 M2.1 Major Amendment Fort Collins, CO Nix Farm Natural Areas Facility 1 Addendum #1 8‐16‐13 RE: B/M5.1 FOR TYPICAL DIFFUSER CONNECTION. RE: F/M5.1 FOR HEAT PUMP UNIT INSTALLATION. RE: J/M5.1 FOR ROUND DUCT TAKE-OFF DIAGRAM. RE: D/M5.1 FOR 45° DUCT TAKE-OFF DIAGRAM. COORDINATE ROUTING OF CONDENSATE DRAIN LINES WITH ARCHITECT PRIOR TO INSTALLATION. CEILING COORDINATION OF ALL MEP SYSTEMS (LIGHTING, DUCTWORK, DIFFUSERS, ELECTRICAL, ETC.) MUST BE COMPLETED BY THE CONTRACTOR PRIOR TO THE START OF ANY INSTALLATIONS. AVOID ROUTING DUCTWORK OVER ELECTRICAL ROOMS OR ELECTRICAL PANELS; MAINTAIN N.E.C. CLEARANCES. COORDINATE ROUTINGS WITH ELECTRICAL CONTRACTOR. PROVIDE FLEXIBLE DUCT AND PIPE CONNECTIONS TO ALL MOTORIZED EQUIPMENT. VERIFY ALL EQUIPMENT ACCESS PANELS WITH MANUFACTURER AND ARCHITECT. T-STATS AND CO2 SENSORS SHALL BE LOCATED NEAR THE LIGHT SWITCH WITHIN THE ROOM SHOWN. COORDINATE WITH ARCHITECT & ELECTRICAL ENGINEER TO MATCH HEIGHT AND LOCATION. ALL DUCTWORK SHALL BE ROUTED AS HIGH AS POSSIBLE IN THE CEILING SPACE. UTILIZE JOIST SPACE WHEN POSSIBLE, ESPECIALLY WHERE CROSSING OTHER DUCTS, PIPES, AND ELECTRICAL. BALANCE OA BRANCH DUCT FOR EACH HEAT PUMP TO CFM SHOWN ON HEAT PUMP SCHEDULE. SIDEWALL GRILLES SHALL BE 12" AFF UNO. ALL SIDEWALL GRILLES ARE TYPE B, CFM AND SIZES ARE NOTED ON DRAWINGS. DUCTWORK IN THE STUD SPACE OF THE WALLS FOR LOW RETURN'S SHALL NOT HAVE ANY FLANGES ON EXTERIOR AND SHALL NOT BE LINED OR INSULATED. DUCTWORK SHALL FIT INTO A 2x6 WALL CAVITY. DUCTWORK IN CEILING SHALL BE LINED UP UNTIL IT TURNS TO GO VERTICAL INTO WALL. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. HVAC NOTES: # FLAG NOTES: 1 1/4" = 1'-0" MAIN LEVEL HVAC PLAN 1 TRANSITION FROM EF DISCHARGE TO 10"ø. ROUTE UP TO ROOF AND TERMINATE WITH CODE APPROVED VENT CAP. 2 TRANSITION TO A 30x5 DUCT TO ROUTE DOWN TO SIDEWALL GRILLE. DUCT SHALL BE CONCEALED IN ARCHITECTURAL FURRED-OUT WALL. 3 REFER TO CONTROL DRAWINGS FOR SENSOR OPERATION DETAILS. P6 P4 PROVIDE 3/4"CW LINE TO REF ICE MAKER. PROVIDE 3/4"CW STUBOUT WITH SHUTOFF VALVE BELOW COUNTER FOR COFFEE MAKER. COORDINATE EXACT LOCATIONS WITH ARCHITECT. HWC HW 3/4" CW 4" W 1 1/2" V 4" W 4" WASTE. REFER TO CIVIL DRAWINGS FOR TIE IN. COLD WATER. REFER TO CIVIL DRAWINGS FOR TIE IN. HWC 3/4" HW 3/4" CW P7 3/4" CW P7 P4 3/4" CW VENT TO ROUTE AROUND BEAM AND DUCT IN THIS AREA. 2-1/2"VTR 2 1/2" 1 1/2" COMBINE VENTS FROM FLOOR DRAIN AND URINAL INTO ONE, ROUTE UP TO TIE INTO VENT MAIN. 2" V 2" 2" 2" V REFER TO DRAWING 2, THIS SHEET FOR DOMESTIC PIPE LAYOUT. P8 3" W 3/4" WATER LINES TO DROP DOWN IN WALL TO SERVE ISLAND SINK AND DISHWASHER. 1 USE STUDOR VENT WH -1 1" CW HW HWC 1" CW 3/4" HW 1/2" HWC 1" 1" 3/4" 1 3/4" 3/4" Consulting Engineers, Inc. COPYRIGHT 2013 B G ANZE EAUDIN Project No: (970) 949-6108 (303) 278-3820 (970) 221-5691 (505) 323-9070 Vail: Denver: Fort Collins: Albuquerque: www.bgce.com PROJECT DATE DRAWN 712 WHALERS WAY SUITE, B‐100 FORT COLLINS, CO 80525 (970) 223‐1820 www.aller‐lingle‐massey.com PRINTED FILE NAME: 9327.00 8/15/2013 1:25:20 PM C ALLER‐LINGLE‐MASSEY 2013 0000‐Project‐SD.rvt MAIN LEVEL PLUMBING PLAN 1243.06 CWH/CGC 07/19/13 M1.1 Major Amendment Fort Collins, CO Nix Farm Natural Areas Facility 1 Addendum #1 8‐16‐13 RE: E AND K/M5.1 FOR CLEANOUT DIAGRAMS. REFER TO THE PLUMBING FIXTURE CONNECTION SCHEDULE FOR PIPE SIZES TO INDIVIDUAL FIXTURES. NOT ALL REQUIRED CLEANOUTS ARE NECESSARILY SHOWN ON THESE PLANS. PROVIDE CLEANOUTS ON WASTE, VENT AND STORM PIPING AS REQUIRED BY CODE AND FOR REASONABLE MAINTENANCE BASED ON ACTUAL FIELD INSTALLATION. COORDINATE LOCATIONS WITH ARCHITECT/ENGINEER. COORDINATE ROUTING OF CONDENSATE DRAIN LINES WITH ARCHITECT PRIOR TO INSTALLATION. PIPING ON EXTERIOR WALLS OR PRE- CAST CONCRETE WALLS TO BE ROUTED IN FRAMED WALL ON INTERIOR SIDE OF INSULATION. TERMINATE PLUMBING VENTS NOT LESS THAN 12" ABOVE ROOF. AVOID ROUTING PIPING OVER ELECTRICAL ROOMS OR ELECTRICAL PANELS; MAINTAIN N.E.C. CLEARANCES. COORDINATE ROUTINGS WITH ELECTRICAL CONTRACTOR. PROVIDE FLEXIBLE PIPE CONNECTIONS TO ALL MOTORIZED EQUIPMENT. ROUTE DOMESTIC HOT WATER RECIRC TO WITHIN 10 FEET OF ALL HOT WATER FIXTURES. CONNECT WITHIN 3 FEET OF 0.5 GPM AND LOWER FAUCETS. VERIFY ALL EQUIPMENT ACCESS PANELS WITH MANUFACTURER AND ARCHITECT. PROTECT PIPING ROUTED ALONG COLUMNS, WALLS, ETC. FROM DAMAGE AS NECESSARY WITH CAGES. COORDINATE WITH ARCHITECT. ALL VALVES SHALL BE INSTALLED ABOVE DROP-IN CEILINGS IN ACCESSIBLE LOCATIONS, OR WITH ACCESS PANELS IN HARD-LID CEILINGS. ALL PIPING SHALL BE ROUTED AS HIGH AS POSSIBLE IN THE CEILING SPACE. UTILIZE JOIST SPACE WHEN POSSIBLE, ESPECIALLY WHERE CROSSING OTHER PIPES, DUCTS, AND ELECTRICAL. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. PLUMBING NOTES: # FLAG NOTES: 1 CW, HW AND HWC TO DROP DOWN FUR-OUT WALL TO SERVE PLUMBING FIXTURES AS SHOWN. 1 1/4" = 1'-0" MAIN LEVEL PLUMBING PLAN 2 1/4" = 1'-0" MAIN LEVEL RESTROOM 3/4" THK. MDF TRIM - PNT. WALL TYPE - RE: PLANS PREHUNG. WD. DOOR FRAME, RE.DOOR SCHED. - PNT. 5/4"x 5-1/2" MDF TRIM W/ EASED EDGES - PNT. 1/4" 2-COAT PORTLAND CEMENT BASED STUCCO SYSTEM 1 1/2" CONT. RIGID INSUL. PRE-HUNG EXTERIOR FIBERGLASS DOOR & FRAME SELF ADHERED MEMBRANE FLASHING (2) LAYERS OF 3/4" O.S.B., 3" WIDE AT ENTIRE PERIMETER 7/16" O.S.B. SHEATHING W/ FLUID APPLIED AIR/MOISTURE BARRIER AT EXTERIOR FACE 5/4" MDF TRIM - PNT. 2X6 WD. STUD FRMG. W/ R-23 LOOSE FILL INSUL. 1/4" WD. SHIM 17 GA. GALV. MTL. LATH W/ MECHANICALLY FASTENED TO WD. STUDS @ 16" O.C. VERT & HORIZ. 4 3/4" COMMERCIAL STUCCO WRAP VAPOR BARRIER AT INSIDE FACE OF STUD METAL FLASHING W/ DRIP EDGE CAULK & BACKER ROD 1/4" 5 1/2" 3/4" MDF TRIM - PNT. CAULK & BACKER ROD 3/4" 5 1/2" 1-1/2" CONT. RIGID INSUL. SELF ADHERED MEMBRANE FLASHING, TURNS IN BEHIND JAMB (2) LAYERS OF 3/4" O.S.B., 3" WIDE AT ENTIRE PERIMETER OF WINDOW 7/16" O.S.B. SHEATHING 3/4" MDF TRIM - PNT. 2X6 WD. STUD FRMG. W/ R-23 LOOSE FILL INSUL. 2-COAT PORTLAND CEMENT BASED STUCCO SYSTEM, RETURN AT JAMB 17 GA. GALV. MTL. LATH W/ MECHANICALLY FASTENED TO WD. STUDS @ 16" O.C. VERT & HORIZ. VAPOR BARRIER AT INSIDE FACE OF STUD BACKER ROD & CAULKING 3 1/2" 1/4" FLUID APPLIED AIR/ MOISTURE BARRIER 2" 5 1/2" COMMERCIAL STUCCO WRAP INTERIOR PRE-HUNG EXTERIOR FIBERGLASS DOOR & FRAME 1/4" WD. SHIM 3/8" JOINT -CAULKING OVER BACKING ROD 4 3/4" WALL TYPE - RE: PLANS 3/4" X 3-1/2" MDF. TRIM W/ EASED EDGE - PNT. PREHUNG WD. DOOR FRAME , RE. DOOR SCHED. - PNT. 1/4" 1-1/2" CONT. RIGID INSUL. SELF ADHERED MEMBRANE FLASHING, TURNS IN BEHIND JAMB (2) LAYERS OF 3/4" O.S.B., 3" WIDE AT ENTIRE PERIMETER OF WINDOW 7/16" O.S.B. SHEATHING 3/4" MDF TRIM - PNT. 2X6 WD. STUD FRMG. W/ R-23 LOOSE FILL INSUL. 3/4"x FIBER CEMENT JAMB TRIM VAPOR BARRIER AT INSIDE FACE OF STUD BACKER ROD & CAULKING 3 1/2" 1/4" FLUID APPLIED AIR/ MOISTURE BARRIER 2" 5 1/2" INTERIOR PRE-HUNG EXTERIOR FIBERGLASS DOOR & FRAME 1/4" WD. SHIM 3/8" JOINT -CAULKING OVER BACKING ROD 4 3/4" 3 1/2" 1/4" CAULK FIBER CEMENT HORIZ. SIDING 1 1/2" CONT. RIGID INSUL. PRE-HUNG EXTERIOR FIBERGLASS DOOR & FRAME SELF ADHERED MEMBRANE FLASHING (2) LAYERS OF 3/4" O.S.B., 3" WIDE AT ENTIRE PERIMETER 7/16" O.S.B. SHEATHING W/ FLUID APPLIED AIR/MOISTURE BARRIER AT EXTERIOR FACE 5/4" MDF TRIM - PNT. 2X6 WD. STUD FRMG. W/ R-23 LOOSE FILL INSUL. 1/4" WD. SHIM FIBER CEMENT HORIZ. SIDING 4 3/4" VAPOR BARRIER AT INSIDE FACE OF STUD METAL FLASHING W/ DRIP EDGE CAULK & BACKER ROD 1/4" 5 1/2" 3/4" MDF TRIM - PNT. CAULK & BACKER ROD 3/4"x FIBER CEMENT TRIM 1/4" 5 1/2" CAULK PROJECT DATE DRAWN 712 WHALERS WAY SUITE, B-100 FORT COLLINS, CO 80525 (970) 223-1820 www.aller-lingle-massey.com PRINTED FILE NAME: REVISIONS 8/16/2013 12:52:53 PM 8.15.13 ADDENDUM 01 C 2013 Aller Lingle Massey Architects P.C. 1243.06 Nix Farm DOOR SCHEDULE & TYPES 1243.06 KSJ 07.19.13 A9.3 Office Building • City of Fort Collins Fort Collins, CO Nix Farm Natural Areas Facility DOOR SCHEDULE MARK FROM ROOM TO ROOM Pair WIDTH HEIGHT DOOR PANEL DOOR FRAME HARDWARE THKFINISH MATERIAL TYPE GLASS FINISH MATERIAL TYPE GROUP FIRE RATING COMMENTS 100 VESTIBULE EXTERIOR 3' - 0" 8' - 0" 1 3/4" INSUL. F.G. C 3/4 LITE PNT WD 2 PNT A - PROVIDE LOW-E GLASS AT LITE, PROVIDE WIRELESS H.C. OPERATOR & ENTRY ACCESS SYSTEM 101 WAITING VESTIBULE No 3' - 0" 7' - 0" 1 3/4" SC WOOD B 5-LITE PANELS STAIN RECEPTION SIDE WD 1 PNT D - COORD. FINISH AT VESTIBULE SIDE WITH ART IN PUBLIC PLACES 104 COPY/PRINT DISPLAY No 3' - 0" 7' - 0" 1 3/4" SC WOOD B 5-LITE PANELS STAIN WD 1 PNT C - 105A WORKROOM EXTERIOR Yes 6' - 0" 8' - 0" 1 3/4" INSUL. F.G. D FULL LITE PNT WD F PNT B - PATIO ASSEMBLY BY WINDOW MANUFACTURER, PROVIDE LOW-E GLASS AT LITES, PROVIDE ENTRY ACCESS SYSTEM 105B WORKROOM DISPLAY No 3' - 0" 7' - 0" 1 3/4" SC WOOD B 5-LITE PANELS STAIN WD 1 PNT C - PROVIDE HINGE STOP 106A EXTERIOR CONF. RM. Yes 6' - 0" 8' - 0" 1 3/4" INSUL. F.G. D FULL LITE PNT WD F PNT B - PATIO ASSEMBLY BY WINDOW MANUFACTURER, PROVIDE LOW-E GLASS AT LITES, PROVIDE ENTRY ACCESS SYSTEM 106B CONF. RM. CORRIDOR No 3' - 0" 7' - 0" 1 3/4" SC WOOD A - STAIN WD 1 PNT C - 106C CORRIDOR CONF. RM. No 3' - 0" 7' - 0" 1 3/4" SC WOOD B 5-LITE PANELS STAIN WD 1 PNT C - PROVIDE HINGE STOP 107 STOR. CONF. RM. Yes 6' - 0" 7' - 0" 1 3/8" SC WOOD A - STAIN WD 1 PNT F - 108 CORRIDOR EXTERIOR 3' - 0" 8' - 0" 1 3/4" INSUL. F.G. C 3/4 LITE PNT WD 2 PNT A - PROVIDE LOW-E GLASS AT LITE, PROVIDE WIRELESS H.C. OPERATOR & ENTRY ACCESS SYSTEM 109 MECH. RM. CORRIDOR No 3' - 0" 7' - 0" 1 3/4" SC WOOD A - STAIN WD 1 PNT G - 111 JAN. CORRIDOR No 3' - 0" 7' - 0" 1 3/4" SC WOOD A - STAIN WD 1 PNT G - 112 CORRIDOR UNISEX R.R. No 3' - 0" 7' - 0" 1 3/4" SC WOOD A - STAIN WD 1 PNT D - 113 CORRIDOR UNISEX R.R. No 3' - 0" 7' - 0" 1 3/4" SC WOOD A - STAIN WD 1 PNT D - 114 CORRIDOR WORKSTATION No 3' - 0" 7' - 0" 1 3/4" SC WOOD B 5-LITE PANELS STAIN WD 1 PNT C - 115 CORRIDOR WORKSTATION No 3' - 0" 7' - 0" 1 3/4" SC WOOD B 5-LITE PANELS STAIN WD 1 PNT C - 116 CORRIDOR WORKSTATION No 3' - 0" 7' - 0" 1 3/4" SC WOOD B 5-LITE PANELS STAIN WD 1 PNT C - 117 CORRIDOR 2 PERSON WORKSTATION No 3' - 0" 7' - 0" 1 3/4" SC WOOD B 5-LITE PANELS STAIN WD 1 PNT C - 118 DISPLAY 2 PERSON WORKSTATION No 3' - 0" 7' - 0" 1 3/4" SC WOOD B 5-LITE PANELS STAIN WD 1 PNT C - 201 WORKSTATION ELEC. RM. No 3' - 0" 7' - 0" 1 3/4" SC WOOD A - STAIN WD 1 PNT G - 202 CORRIDOR WORKSTATION No 3' - 0" 7' - 0" 1 3/4" SC WOOD B 5-LITE PANELS STAIN WD 1 PNT C - 203 CORRIDOR OFFICE No 3' - 0" 7' - 0" 1 3/4" SC WOOD B 5-LITE PANELS STAIN WD 1 PNT C - 204 CORRIDOR OFFICE No 3' - 0" 7' - 0" 1 3/4" SC WOOD B 5-LITE PANELS STAIN WD 1 PNT C - 205 CORRIDOR OFFICE No 3' - 0" 7' - 0" 1 3/4" SC WOOD B 5-LITE PANELS STAIN WD 1 PNT C - 206 CORRIDOR OFFICE No 3' - 0" 7' - 0" 1 3/4" SC WOOD B 5-LITE PANELS STAIN WD 1 PNT C - 207 CORRIDOR OFFICE No 3' - 0" 7' - 0" 1 3/4" SC WOOD B 5-LITE PANELS STAIN WD 1 PNT C - 208 CORRIDOR OFFICE No 3' - 0" 7' - 0" 1 3/4" SC WOOD B 5-LITE PANELS STAIN WD 1 PNT C - 209 CORRIDOR OFFICE No 3' - 0" 7' - 0" 1 3/4" SC WOOD B 5-LITE PANELS STAIN WD 1 PNT C - 211 PRINT RM. IT RM. No 3' - 0" 7' - 0" 1 3/4" SC WOOD A - STAIN WD 1 PNT E - PROVIDE ENTRY ACCESS SYSTEM A9.3 SCALE: 3" = 1'-0" RE: 2 INTERIOR WOOD DOOR HEAD, TYP. A9.3 SCALE: 3" = 1'-0" RE: 3 DOOR HEAD @ STUCCO A9.3 SCALE: 3" = 1'-0" RE: 4 DOOR JAMB @ STUCCO A9.3 SCALE: 3" = 1'-0" RE: 5 INTERIOR WOOD DOOR JAMB, TYP. A9.3 SCALE: 3" = 1'-0" RE: 1 DOOR JAMB @ SIDING A9.3 SCALE: 3" = 1'-0" RE: 6 DOOR HEAD @ SIDING 3' - 0" DECORATIVE ACCENT WALL TILE - RANDOM MOSAIC PATTERN COVED ALUM. TRANSITION BETWEEN FLOORS & WALL TILE IE7 IE13 IE10 8"x20" WALL TILE - RANDOM BOND PATTERN COVED ALUM. TRANSITION AT INSIDE WALL CORNERS, TYP. 8"x20" WALL TILE - RANDOM BOND PATTERN 1' - 6" 4" 3' - 0" IE8 IE9 3' - 6" 1' - 0" 3' - 3" 8"x20" WALL TILE - RANDOM BOND PATTERN RECEPTION DESK BY OTHERS ACCENT WALL BEETLE KILL PANEL FEATURE - SEE PANEL LAYOUT MDF BASE - PNT. A8.1 6 7 1/2" 6 PANELS HIGH 8' - 0" 4" 2' - 0" 7' - 0" 3' - 0" 3' - 0" 3' - 3" 3' - 3" 1' - 6" 1' - 6" 12" DEEP CABS. W/ SHELF 3 ADJ. SHELVES WALL MOUNTED TV, PROVIDE BLOCKING WALL MOUNTED WHITE BOARD, PROVIDE BLOCKING MDF BASE - PNT. PLASTIC LAMINATE COUNTERTOP BAR PULLS AT CABS., TYP. 8" 1' - 4" 4" 1' - 4" 2' - 8" 1' - 4" 5" 11" 3 PANELS HIGH 6' - 0" MDF BASE - PNT. BEETLE KILL FEATURES MDF BASE - PNT. FIRE ALARM PANEL, RE. ELEC. BEETLE KILL PANEL FEATURE 8" 3 PANELS WIDE 4' - 0" 3 PANELS HIGH 11" 6' - 0" H.C. OPERATOR 3' - 0" EL. FIRST FLOOR PLAN 100' - 0" WHITE BOARD FINISH AT 2 CENTER PANELS, BOTH SIDES FLUSH OUT TRACK IN CEILING FABRIC FINISH, TYP. 6 EQ. OPERABLE PARTITION PANELS 22' - 0" . ● BEETLE KILL FEATURE PANEL IS TO BE ASSEMBLED IN 16"X24" PANELS TO BE MOUNTED ON 3/4" MDF SUBSTRATE ● EACH PIECE LABELED A, B, OR C IN THE PANEL HAS ONE OF THREE DEPTHS A = 3/4" DEEP B = 1-1/2" DEEP C = 2-1/4" DEEP ● PROVIDE CLEAR SATIN POLYURETHANE FINISH. 2" 3" 2" 1" 2" 1" 2" 1" 2" 2" 3" 1" 4" 3" 1" 2" 1' - 4" 2' - 0" 10" 4" 10" 12" 12" 8" 10" 6" 18" 14" 10" 10" 14" B 24" A C A B C B C A A B C B A A B C SOLID SURFACE COUNTER TOP & 4" BACKSPLASH W24 W3315 REF/FRZ 1' - 0" 2' - 10 3/4" RANGE 2" 2' - 0" 2' - 0" 2' - 0" 2' - 6" FILLER W24 3' - 0" 1' - 6" 3' - 0" FILLER W24 W12 B24 B24 B12 WALL MTD. RANGE HOOD BAR PULLS AT CABS, TYP. B24 EXTEND SOFFIT DOWN TO TOP OF CABINETS SLIDE-IN ADA RANGE COUNTERTOP MICROWAVE FILLER 4" SOLID SURFACE BACKSPLASH IE1 2 ADJ. SHELVES AT UPPERS 1 FIXED SHELF AT BASE CABS. B33 IE1 IE10 IE11 1' - 2" CLR. EXTEND SOFFIT DOWN TO TOP OF CABINETS 2' - 10" BASE CAB. 12" DEEP H 2' - 10" DW 2' - 0" 1' - 0" 2" CLR. 1' - 0" 2' - 6" IE10 FILLER FINISH PANELS OPEN BELOW SINK APRON AT FRONT OF SINK FINISH ENDS AT SIDES OF 12" DEEP CAB. PROJECT DATE DRAWN 712 WHALERS WAY SUITE, B-100 FORT COLLINS, CO 80525 (970) 223-1820 www.aller-lingle-massey.com PRINTED FILE NAME: REVISIONS 8/16/2013 12:52:53 PM 8.15.13 ADDENDUM 01 C 2013 Aller Lingle Massey Architects P.C. 1243.06 Nix Farm INTERIOR ELEVATIONS 1243.06 KSJ 07.19.13 A8.1 Office Building • City of Fort Collins Fort Collins, CO Nix Farm Natural Areas Facility A8.1 SCALE: 1/4" = 1'-0" 2 COPY/PRINT ELEVATION 1 A8.1 SCALE: 1/4" = 1'-0" 3 COPY/PRINT ELEVATION 2 A8.1 SCALE: 1/4" = 1'-0" 4 WORKROOM ELEVATION 1 A8.1 SCALE: 1/4" = 1'-0" 5 WORKROOM ELEVATION 2 A8.1 SCALE: 1/4" = 1'-0" 8 UNISEX RESTROOM ELEVATIONS, TYPICAL A8.1 SCALE: 1/4" = 1'-0" 12 RECEPTION FEATURE WALL A8.1 SCALE: 1/4" = 1'-0" 13 CONFERENCE ROOM WEST WALL A8.1 SCALE: 1/4" = 1'-0" 14 DISPLAY EAST WALL A8.1 SCALE: 1/4" = 1'-0" 15 DISPLAY NORTH WALL A8.1 SCALE: 1/4" = 1'-0" 16 OPERABLE PARTITION ELEVATION A8.1 SCALE: 1 1/2" = 1'-0" RE: 12 A8.1 6 BEETLE KILL PANEL LAYOUT A8.1 SCALE: 1/4" = 1'-0" RE: 1 A1.1 1 ADD 01 BREAKROOM ELEVATION 1 A8.1 SCALE: 1/4" = 1'-0" RE: 1 A1.1 9 ADD 01 BREAKROOM ELEVATION 2 A8.1 SCALE: 1/4" = 1'-0" RE: 1 A1.1 10 ADD 01 BREAKROOM ELEVATION 3 PROJECT DATE DRAWN 712 WHALERS WAY SUITE, B-100 FORT COLLINS, CO 80525 (970) 223-1820 www.aller-lingle-massey.com PRINTED FILE NAME: REVISIONS 8/16/2013 12:52:50 PM 8.15.13 ADDENDUM 01 C 2013 Aller Lingle Massey Architects P.C. 1243.06 Nix Farm BUILDING ELEVATIONS 1243.06 IDS 07.19.13 A4.2 Office Building • City of Fort Collins Fort Collins, CO Nix Farm Natural Areas Facility A4.2 SCALE: 1/4" = 1'-0" RE: 1 A1.1 1 SOUTH ELEVATION A4.2 SCALE: 1/4" = 1'-0" RE: 1 A1.2 2 WEST ELEVATION A4.2 SCALE: RE: 6 3D View from S.E. A4.2 SCALE: RE: 3 3D View from S.W. 7' - 8 1/4" FINISH TO FINISH R 1' - 0" 3 1/2" 7' - 6" 5 1/2" 7' - 4 3/4" FINISH TO FINISH 1' - 0 3/8" 3' - 6" 2' - 10 3/8" 3' - 1 3/8" 3' - 6" 1' - 0 7/8" (2) LAYERS OF SCORED 1/4" THICK GYP. BD. OVER RADIUS 2x FRAMING @ 4" O.C. W/ CURVED SILL/TOP PLATES - TYP. AT ALL (4) INSIDE CORNERS AND AT ALL WALL CEILING INSIDE CORNERS. (DASHED LINE) CURVED CEILING ABOVE A1.3 4 (2) LAYERS OF SCORED 1/4" THICK GYP. BD. OVER RADIUS 2x FRAMING @ 4" O.C. W/ CURVED SILL/TOP PLATES - TYP. AT ALL (4) INSIDE CORNERS AND AT ALL WALL CEILING INSIDE CORNERS. WALL / CEILING WALL / WALL R 1' - 0" A8.1 - 10 9 IE10 REFRIG. W/ ICE MAKER - RE: PLUMB. SPECS. ELEC. RANGE - RE: SPECS. RANGE EXHAUST HOOD - RE: MECH. S.S. SINK W/ GARBAGE DISPOSAL - RE: PLUMB. COUNTERTOP MICROWAVE - RE: SPECS. 3' - 2" 12' - 8" 5 1/2" DW BELOW OPEN BELOW SINK 2' - 6" CLR. P1 WALL BELOW - NO INSULATION FINISH PANELS FINISH END FINISH END 3' - 2 3/4" CLR. 3' - 0" 3' - 6" 2' - 1" IE10 3' - 4" MIN. A8.1 1 H PROJECT DATE DRAWN 712 WHALERS WAY SUITE, B-100 FORT COLLINS, CO 80525 (970) 223-1820 www.aller-lingle-massey.com PRINTED FILE NAME: REVISIONS 8/16/2013 12:50:59 PM 8.15.13 ADDENDUM 01 C 2013 Aller Lingle Massey Architects P.C. 1243.06 Nix Farm ENLARGED PLANS 1243.06 KSJ 07.19.13 A1.3 Office Building • City of Fort Collins Fort Collins, CO Nix Farm Natural Areas Facility A1.3 SCALE: 1/2" = 1'-0" 2 EP - TOILET PLANS A1.3 SCALE: 1/2" = 1'-0" 3 EP - VESTIBULE FOR ARTIST KEYNOTE DESCRIPTION C1 5/8" GYPSUM BOARD HUNG FROM 3/4" METAL HAT CHANNELS @ 16" O.C. W/ 3-5/8" METAL STUD FRAMING @ 16" O.C. AND 5/8" GYPSUM BOARD FOR VERTICAL FACE(S) OF SOFFIT. REFER TO SPECS. C2 2'x 4' SUSPENDED ACOUSTICAL CEILING SYSTEM. REFER TO SPECS. C3 2' X 2' SUSPENDED ACOUSTICAL CEILING SYSTEM. REFER TO SPECS. C4 2 LAYERS 5/8" TYPE 'X' GYPSUM BOARD AT UNDERSIDE OF STRUCTURE TO PROVIDE 1-HR RATING. C5 1-1/2" METAL 16 GA. U-CHANNEL SUSPENDED FROM FLOOR/CLG OR ROOF/CLG ASSEMBLY WITH 7/8' THICK FURRING CHANNELS CLIPPED AT 16" O.C. W/ 5/8" GYPSUM BOARD AT UNDERSIDE. EW1 2-COAT PORTLAND CEMENT BASED STUCCO SYSTEM ON MECHANICALLY ATTACHED GALVANIZED METAL LATH ON STUCCO PAPER ON 1-1/2" THICK POLYISOCYANURATE RIGID FOIL-FACED INSULATION ON 7/16" O.S.B SHEATHING. FLUID APPLIED AIR/MOISTURE BARRIER APPLIED TO EXTERIOR FACE OF O.S.B.SHEATHING. 2X6 ADVANCED WALL FRAMING @ 24" O.C. (PROVIDE DOUBLE TOP PLATE) W/ R-23 LOOSE FILL FIBERGLASS INSULATION, VAPOR BARRIER AND 5/8" TYPE 'X' GYP. BD ON INTERIOR SIDE. REFER TO ARCH. ELEVATIONS FOR CONTROL JOINT LOCATIONS. EW2 5/16" THICK CEMENT FIBER HORIZONAL LAP SIDING W/ SMOOTH TEXTURE AND 4" EXPOSURE ON 1-1/2" THICK POLYISOCYANURATE RIGID FOIL-FACED INSULATION ON 7/16" O.S.B. SHEATHING. FLUID APPLIED AIR/MOISTURE BARRIER APPLIED T EXTERIOR FACE OF O.S.B. SHEATHING. 2X6 ADVANCED WALL FRAMING @ 24" O.C. (PROVIDE DOUBLE TOP PLATE) W/ R-23 LOOSE FILL FIBERGLASS INSULATION, VAPOR BARRIER AND 5/8" TYPE 'X' GYP. BD ON INTERIOR SIDE. REFER TO ARCH. ELEVATIONS FOR HORIZONTAL TRIM AND BELT BOARD BAND DETAILS. EW3 FIXED AND/OR AWNING WINDOW - FULLY INSULATED FIBERGLASS FRAME WITH DOUBLE INSULATED LOW-E GLAZING WITH WARM EDGE TECHNOLOGY. WINDOW ASSEMBLY TO HAVE A MIN. R-VAULE OF 7.1 AT FIXED UNITS AND 5.9 AT AWNING UNITS. SEE WINDOW ELEVATIONS FOR WINDOW TYPE. REFER TO SPECS. EW4 NO.1 REDWOOD DECORATIVE BRACKETS WITH COMBINATION OF 6X6, 4X6 AND 4X4 MEMBERS WITH PAINT FINISH. REFER TO DETAILS FOR CONFIGURATION AND ANCHORING. EW5 SMOOTH TEXTURE CEMENT FIBER TRIM WITH PAINT FINISH. PROVIDE 5/4" X 6" TRIM AT ALL EXTERIOR WALL CORNERS AND WINDOW HEAD TRIM LOCATED IN EW2 WALL. PROVIDE 5/4" X 4" TRIM AT ALL WINDOW JAMB AND SILL TRIM LOCATED IN EW2 WALL. PROVIDE 5/4" X 12" BELT BOARD TRIM AT BASED OF EW2 WALL AND 5/4" X 8" BELT BOARD TRIM AT ALL EW2 WALL GABLE ENDS AND BELOW ROOF EAVE SOFFITS. F1 4" CONCRETE SLAB OVER 15-MIL.STEGO MOISTURE BARRIER OVER 1" POLYSTYRENE RIGID INSULATION OVER 4" WASHED GRAVEL OVER COMPACTED SUBGRADE. REFERENCE STRUCTURAL DRAWINGS FOR REINFORCEMENT PLACEMENT. REFER TO SPECS AND FLOOR FINISH PLAN FOR FLOOR FINISHES TO BE INSTALLED. F2 1-1/2" THICK GYPCRETE OVER PRIMED 3/4" O.S.B. SUBFLOOR OVER PRE-ENGINEERED FLOOR TRUSS/I-JOISTS WITH 5/8" GYPSUM BOARD INSTALLED ON ENTIRE UNDERSIDE OF JOISTS. REFER TO SPECS AND FLOOR FINISH PLAN FOR FLOOR FINISHES TO BE INSTALLED. F3 WOOD STAIR CONSTRUCTION - (3) 11-7/8" LVL CARRIAGE STRINGERS W/ 1-1/4" SANDED AC PLYWOOD TREADS AND 1X WOOD RISERS. RE. STRUCT. FOR LANDING FRAMING. PROVIDE (2) LAYERS OF 5/8" TYPE 'X' GYPSUM BOARD TO ENTIRE UNDERSIDE OF STAIR AND LANDINGS. REFER TO FINISH PLAN FOR FLOOR FINISH. IE1 CUSTOM PLASTIC LAMINATE BASE, WALL OR STORAGE CABINET - RE: SPEC. IE6 FRAMELESS MIRROR - SEE SPECS IE7 UNDERMOUNT SINK/LAVATORY - RE: MECH. IE8 TOILET/URINAL - RE: MECH. IE9 STAINLESS STEEL GRAB BARS - SEE SPECS. IE10 SOLID SURFACE COUNTERTOP OVER 1 LAYER OF 3/4" PART. BD. WITH 4" BACKSPLASH IE11 RANGE MEETING ANSI REQUIREMENTS - SEE SPECS. IE12 COUNTER MOUNTED SOAP DISPENSER, HANDS FREE IE13 SEMI-RECESSED PAPER TOWEL DISPENSER AND TRASH RECEPTACLE. IE14 TOILET PAPER DISPENSER, DOUBLE ROLL IE15 SANITARY NAPKIN TRASH RECEPTACLE. P1 1 LAYER OF 5/8" TYPE 'X' GYPSUM BOARD ON EACH SIDE OF 3-1/2" WOOD STUD WALL FRAMING @ 16" O.C. WITH 3-1/2" OF SOUND BATT INSULATION AND ACOUSTICAL SEALANT AT BOTTOM EDGE OF GYPSUM BOARD. PROVIDE PAPER-LESS FIBERGLASS MATT SHEATHING AT ALL RESTROOM WALLS. PROVIDE SLIP JOINT AT ALL INTERIOR NON-BEARING WALLS. P2 3" THICK OPERABLE FOLDING PANEL PARTITION. RE: SPECS AND STRUCTURAL FOR STEEL BEAM SUPPORT. P3 1 LAYER OF 5/8" TYPE 'X' GYPSUM BOARD ON EACH SIDE OF 2x6 WOOD STUD WALL FRAMING @ 16" O.C. WITH 3-1/2" OF SOUND BATT INSULATION AND ACOUSTICAL SEALANT AT THE BOTTOM EDGE OF GYPSUM BOARD. PROVIDE PAPER-LESS FIBERGLASS MATT SHEATHING AT ALL RESTROOM WALLS. PROVIDE SLIP JOINT AT ALL INTERIOR NON-BEARING WALLS. P4 1 LAYER OF 5/8" TYPE 'X' GYPSUM BOARD ON ONE SIDE ONLY OF 2x6 WOOD STUD WALL FRAMING. PROVIDE PAPER-LESS FIBERGLASS MATT SHEATHING AT ALL RESTROOM WALLS. PROVIDE SLIP JOINT AT ALL INTERIOR NON-BEARING WALLS. P5 1 LAYER OF 5/8" GYPSUM BOARD ON ONE SIDE ONLY OF 2x4 WOOD STUD WALL FRAMING. PROVIDE PAPER-LESS FIBERGLASS MAT SHEATHING AT ALL RESTROOM WALLS. PROVIDE SLIP JOINT AT ALL INTERIOR NON-BEARING WALLS. R1 22 GA. GALVALUME STANDING SEAM METAL ROOFOFING ON 30 LBS. ASPHALT IMPREGNATED BUILDING PAPER WITH A MINIMUN OF 3'-0" WIDE SECONDARY UNDERLAYMENT AT ALL EAVES AND VALLEYS OVER 3/4" T&G SHEATHING OVER ROOF FRAMING, RE. STRUCTURAL. R-50 BLOWN-IN INSULATION OVER 5/8" GYPSUM BOARD AT THE UNDERSIDE OF ALL ROOF STRUCTURE. 12" WIDE CONTINUOUS PRE-FINISHED METAL RIDGE VENT AT ALL RIDGES. R2 3" DIAMETER ROUND GALVALUME DOWNSPOUTS WITH PLAIN ROUND ELBOW TRANSITIONS. RE: SPECS. R3 6" WIDE GALVALUME METAL HALF ROUND GUTTERS WITH SUPPORT BRACKETS INSTALLED PRIOR TO ROOFING INSTALLATION. RE: SPECS. R4 22 GA. PRE-FINISHED METAL FASCIA ON 2x8 SUB-FASCIA - RE: SPECS. R6 10" DIA. SOLATUBE SYSTEM WITH INTEGRAL LED LIGHT AND DAYLIGHT SENSOR - RE: SPECS. R7 PHOTOVOLTAIC SOLAR PANELS - RE: ELECT. S1 PRE-FINISHED METAL SOFFIT VENTED PANELS - SEE SPECS. S2 2-COAT PORTLAND CEMENT BASED STUCCO SYSTEM ON GALVANIZED METAL LATH ON 5/8" EXTERIOR GLASS MAT SHEATHING - CAULK AT ALL JOINTS. A1.3 SCALE: 1 1/2" = 1'-0" RE: 3 A1.3 4 VESTIBULE CORNER DETAIL A1.3 SCALE: 1/2" = 1'-0" RE: 1 A1.1 1 ADD 01 BREAK ROOM PLAN IN STORAGE CABINETS BEETLE-KILL PINE FEATURE WALLS 73' - 0" 40' - 0" 17' - 6 1/2" JAN. 111 3 1/2" 8' - 1" 3 1/2" 8' - 1" 3 1/2" 8' - 1" 3 1/2" 10' - 7" 3 1/2" 15' - 8 1/2" 1 A5.2 1 A5.2 2 2 1 1 9 9 10 10 A A C C F F H H I I 5 5 4 4 3 3 6 6 7 7 8 8 B D E G 2 A5.2 2 A5.2 EW1 EW2 EW1 EW2 EW2 EW1 EW2 EW1 EW1 EW2 EW2 EW1 EW1 EW2 EW1 EW2 P2 100 115 116 117 118 107 105B 106B 108 109 114 112 113 111 101 13' - 0" 5' - 0" 3' - 0" 30' - 0" 3' - 0" 5' - 0" 11' - 0" 3' - 0" A8.1 5 4 A8.1 2 3 A8.1 - A8.1 8 21 22 20 COPY MACH. BY OWNER B B A A B C H E F F D G B A 2' - 0" 3' - 0" 1' - 0" 3' - 9 1/2" 18' - 5"3' - 9 1/2" 1' - 0" 5' - 0" 2' - 0" 3' - 10" 6 3/4" 9' - 6 3/8" 4' - 3" 8' - 8 1/2" 10' - 5"6' - 4" 6' - 3 1/2" 4' - 0" 18' - 6" 9' - 6" 8' - 0" 9' - 6" 12' - 6" 2' - 2" 2' - 0" 38' - 0" 18' - 0" 36' - 0" 16' - 0" 3' - 0" 6' - 10" 9' - 0" 12' - 6" 15' - 4" 10' - 4" 8' - 1 1/2" 7' - 10 1/2" 8' - 4 3/4" 3 1/2" 8' - 4 3/4" 3' - 6 1/4" 3 1/2" 9' - 0 1/4" 3 1/2" 4' - 7" 3 1/2" 1' - 3 7/8" 11 3/4" 3 1/2" 9' - 6" 3 1/2" 5' - 0" 3 1/2" 1' - 10" 1' - 10" 3 1/2" 10' - 10 1/2" 3 1/2" 2' - 3 1/2" 3 1/2" 10' - 11" 3 1/2" 7' - 6" UP 3' - 10 3/4" 9' - 3 1/2" 20' - 4" 5 1/2" 2' - 1 1/2" 3 1/2" 4' - 7" 3 1/2" 11' - 0" 7' - 11 3/4" 10' - 0 1/4" 7' - 9 1/2" 3 1/2" 9' - 0" 2' - 2" 5' - 9 3/4" 2' - 6 1/2" 8' - 1 1/4" 2' - 7" 104 3 1/2" 35' - 1" 3 1/2" 1' - 4" 14' - 4 1/2" 8' - 9" 3' - 2" 3 1/2" 7' - 6 1/2" 3 1/2" 3' - 9 1/4" 3 1/2" 1' - 8 1/4" 2' - 8" 3 1/2" 6' - 4" 3' - 9 1/4" 4' - 0 3/4" 3 1/2" 3' - 5 3/4" A6.3 1 A1.3 2 C 13 A8.1 12' - 6 3/4" D.S. D.S. D.S. D.S. D.S. D.S. D.S. D.S. 106A 105A R 1' - 0" A1.3 3 D.F. WATER COOLER W/ SPOUT @ 36" MAX A.F.F. MICRO 106C 1 G0.3 1 G0.3 A8.1 15 14 12 P1 P1 6 1/8" P4 1' - 6" CLR 24"D. x 96"H. STORAGE CABINET F.E.C. --- - P3 P3 P4 P1 P5 - --- H.C. OPERATOR MTD ON LOW STUCCO WALL AT 2'-2" AT CENTERLINE A.F.F., CENTERED UNDER TAPERED COLUMN H.C. OPERATOR MTD. 3'- 0" TO CENTERLINE A.F.F. KNOX BOX ENTRY ACCESS SYSTEM H.C. OPERATOR ENTRY ACCESS SYSTEM ENTRY ACCESS SYSTEM BEETLE KILL PINE FEATURE OPP 16 10 9 REF. DW A1.3 1 A8.1 1 1. DIMENSIONS ARE MEASURED FROM OUTSIDE FACE OF FRAMING TO OUTSIDE FACE OF FRAMING. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF THE 2009 INTERNATIONAL BUILDING CODE, MECHANICAL CODE AND NATIONAL ELECTRIC CODE, ALL CURRENT EDITIONS. 3. CONTRACTOR SHALL REVIEW THE DRAWINGS, FIELD VERIFY EXISTING CONDITIONS AND VERIFY ALL ASPECTS OF THIS PROJECT PRIOR TO BEGINNING CONSTRUCTION AND NOTIFY ARCHITECT AND OWNER REPRESENTATIVE OF ANY DISCREPANCIES. 4. ALL EXTERIOR AND INTERIOR MATERIALS AND FINISHES SHALL BE AS SHOWN ON THE CONTRACT DOCUMENTS, OR AS NEGOTIATED BY THE OWNER/CONTRACTOR FOR ITEMS NOT DETAILED. 5. SEE STRUCTURAL DRAWINGS FOR SHEAR WALL LOCATIONS AND ADDITIONAL INFORMATION. 6. CLEAN ENTIRE AREA AFFECTED BY CONSTRUCTION. 7. ALL MATERIALS TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS UNLESS OTHERWISE NOTED. 8. OWNER PROVIDED SOLAR PANELS LOCATED ON ROOF, RE. ELECTRICAL FOR LAYOUT & DESIGN. 9. FOR CARPET (CPT) TYPES, RE. SPEC. 10. FRAMING SUBCONTRACTOR TO FURNISH AND INSTALL ALL WOOD WALL BLOCKING FOR MOUNTING OF ALL EQUIPMENT, LIGHTING, FIXTURES, CASEWORK, HANDRAILS, BATHROOM ACCESSORIES, COUNTERTOPS, AND/OR OTHER LOCATIONS WHERE FINISH ITEMS ARE TO BE SECURELY FASTENED TO THE FINISHED WALL OR CEILING. GENERAL NOTES PROJECT DATE DRAWN 712 WHALERS WAY SUITE, B-100 FORT COLLINS, CO 80525 (970) 223-1820 www.aller-lingle-massey.com PRINTED FILE NAME: REVISIONS 8/16/2013 12:50:59 PM 8.15.13 ADDENDUM 01 C 2013 Aller Lingle Massey Architects P.C. 1243.06 Nix Farm FIRST FLOOR PLAN 1243.06 KSJ 07.19.13 A1.1 Office Building • City of Fort Collins Fort Collins, CO Nix Farm Natural Areas Facility A1.1 SCALE: 1/4" = 1'-0" 1 FIRST FLOOR PLAN KEYNOTE DESCRIPTION C1 5/8" GYPSUM BOARD HUNG FROM 3/4" METAL HAT CHANNELS @ 16" O.C. W/ 3-5/8" METAL STUD FRAMING @ 16" O.C. AND 5/8" GYPSUM BOARD FOR VERTICAL FACE(S) OF SOFFIT. REFER TO SPECS. C2 2'x 4' SUSPENDED ACOUSTICAL CEILING SYSTEM. REFER TO SPECS. C3 2' X 2' SUSPENDED ACOUSTICAL CEILING SYSTEM. REFER TO SPECS. C4 2 LAYERS 5/8" TYPE 'X' GYPSUM BOARD AT UNDERSIDE OF STRUCTURE TO PROVIDE 1-HR RATING. C5 1-1/2" METAL 16 GA. U-CHANNEL SUSPENDED FROM FLOOR/CLG OR ROOF/CLG ASSEMBLY WITH 7/8' THICK FURRING CHANNELS CLIPPED AT 16" O.C. W/ 5/8" GYPSUM BOARD AT UNDERSIDE. EW1 2-COAT PORTLAND CEMENT BASED STUCCO SYSTEM ON MECHANICALLY ATTACHED GALVANIZED METAL LATH ON STUCCO PAPER ON 1-1/2" THICK POLYISOCYANURATE RIGID FOIL-FACED INSULATION ON 7/16" O.S.B SHEATHING. FLUID APPLIED AIR/MOISTURE BARRIER APPLIED TO EXTERIOR FACE OF O.S.B.SHEATHING. 2X6 ADVANCED WALL FRAMING @ 24" O.C. (PROVIDE DOUBLE TOP PLATE) W/ R-23 LOOSE FILL FIBERGLASS INSULATION, VAPOR BARRIER AND 5/8" TYPE 'X' GYP. BD ON INTERIOR SIDE. REFER TO ARCH. ELEVATIONS FOR CONTROL JOINT LOCATIONS. EW2 5/16" THICK CEMENT FIBER HORIZONAL LAP SIDING W/ SMOOTH TEXTURE AND 4" EXPOSURE ON 1-1/2" THICK POLYISOCYANURATE RIGID FOIL-FACED INSULATION ON 7/16" O.S.B. SHEATHING. FLUID APPLIED AIR/MOISTURE BARRIER APPLIED T EXTERIOR FACE OF O.S.B. SHEATHING. 2X6 ADVANCED WALL FRAMING @ 24" O.C. (PROVIDE DOUBLE TOP PLATE) W/ R-23 LOOSE FILL FIBERGLASS INSULATION, VAPOR BARRIER AND 5/8" TYPE 'X' GYP. BD ON INTERIOR SIDE. REFER TO ARCH. ELEVATIONS FOR HORIZONTAL TRIM AND BELT BOARD BAND DETAILS. EW3 FIXED AND/OR AWNING WINDOW - FULLY INSULATED FIBERGLASS FRAME WITH DOUBLE INSULATED LOW-E GLAZING WITH WARM EDGE TECHNOLOGY. WINDOW ASSEMBLY TO HAVE A MIN. R-VAULE OF 7.1 AT FIXED UNITS AND 5.9 AT AWNING UNITS. SEE WINDOW ELEVATIONS FOR WINDOW TYPE. REFER TO SPECS. EW4 NO.1 REDWOOD DECORATIVE BRACKETS WITH COMBINATION OF 6X6, 4X6 AND 4X4 MEMBERS WITH PAINT FINISH. REFER TO DETAILS FOR CONFIGURATION AND ANCHORING. EW5 SMOOTH TEXTURE CEMENT FIBER TRIM WITH PAINT FINISH. PROVIDE 5/4" X 6" TRIM AT ALL EXTERIOR WALL CORNERS AND WINDOW HEAD TRIM LOCATED IN EW2 WALL. PROVIDE 5/4" X 4" TRIM AT ALL WINDOW JAMB AND SILL TRIM LOCATED IN EW2 WALL. PROVIDE 5/4" X 12" BELT BOARD TRIM AT BASED OF EW2 WALL AND 5/4" X 8" BELT BOARD TRIM AT ALL EW2 WALL GABLE ENDS AND BELOW ROOF EAVE SOFFITS. F1 4" CONCRETE SLAB OVER 15-MIL.STEGO MOISTURE BARRIER OVER 1" POLYSTYRENE RIGID INSULATION OVER 4" WASHED GRAVEL OVER COMPACTED SUBGRADE. REFERENCE STRUCTURAL DRAWINGS FOR REINFORCEMENT PLACEMENT. REFER TO SPECS AND FLOOR FINISH PLAN FOR FLOOR FINISHES TO BE INSTALLED. F2 1-1/2" THICK GYPCRETE OVER PRIMED 3/4" O.S.B. SUBFLOOR OVER PRE-ENGINEERED FLOOR TRUSS/I-JOISTS WITH 5/8" GYPSUM BOARD INSTALLED ON ENTIRE UNDERSIDE OF JOISTS. REFER TO SPECS AND FLOOR FINISH PLAN FOR FLOOR FINISHES TO BE INSTALLED. F3 WOOD STAIR CONSTRUCTION - (3) 11-7/8" LVL CARRIAGE STRINGERS W/ 1-1/4" SANDED AC PLYWOOD TREADS AND 1X WOOD RISERS. RE. STRUCT. FOR LANDING FRAMING. PROVIDE (2) LAYERS OF 5/8" TYPE 'X' GYPSUM BOARD TO ENTIRE UNDERSIDE OF STAIR AND LANDINGS. REFER TO FINISH PLAN FOR FLOOR FINISH. IE1 CUSTOM PLASTIC LAMINATE BASE, WALL OR STORAGE CABINET - RE: SPEC. IE6 FRAMELESS MIRROR - SEE SPECS IE7 UNDERMOUNT SINK/LAVATORY - RE: MECH. IE8 TOILET/URINAL - RE: MECH. IE9 STAINLESS STEEL GRAB BARS - SEE SPECS. IE10 SOLID SURFACE COUNTERTOP OVER 1 LAYER OF 3/4" PART. BD. WITH 4" BACKSPLASH IE11 RANGE MEETING ANSI REQUIREMENTS - SEE SPECS. IE12 COUNTER MOUNTED SOAP DISPENSER, HANDS FREE IE13 SEMI-RECESSED PAPER TOWEL DISPENSER AND TRASH RECEPTACLE. IE14 TOILET PAPER DISPENSER, DOUBLE ROLL IE15 SANITARY NAPKIN TRASH RECEPTACLE. P1 1 LAYER OF 5/8" TYPE 'X' GYPSUM BOARD ON EACH SIDE OF 3-1/2" WOOD STUD WALL FRAMING @ 16" O.C. WITH 3-1/2" OF SOUND BATT INSULATION AND ACOUSTICAL SEALANT AT BOTTOM EDGE OF GYPSUM BOARD. PROVIDE PAPER-LESS FIBERGLASS MATT SHEATHING AT ALL RESTROOM WALLS. PROVIDE SLIP JOINT AT ALL INTERIOR NON-BEARING WALLS. P2 3" THICK OPERABLE FOLDING PANEL PARTITION. RE: SPECS AND STRUCTURAL FOR STEEL BEAM SUPPORT. P3 1 LAYER OF 5/8" TYPE 'X' GYPSUM BOARD ON EACH SIDE OF 2x6 WOOD STUD WALL FRAMING @ 16" O.C. WITH 3-1/2" OF SOUND BATT INSULATION AND ACOUSTICAL SEALANT AT THE BOTTOM EDGE OF GYPSUM BOARD. PROVIDE PAPER-LESS FIBERGLASS MATT SHEATHING AT ALL RESTROOM WALLS. PROVIDE SLIP JOINT AT ALL INTERIOR NON-BEARING WALLS. P4 1 LAYER OF 5/8" TYPE 'X' GYPSUM BOARD ON ONE SIDE ONLY OF 2x6 WOOD STUD WALL FRAMING. PROVIDE PAPER-LESS FIBERGLASS MATT SHEATHING AT ALL RESTROOM WALLS. PROVIDE SLIP JOINT AT ALL INTERIOR NON-BEARING WALLS. P5 1 LAYER OF 5/8" GYPSUM BOARD ON ONE SIDE ONLY OF 2x4 WOOD STUD WALL FRAMING. PROVIDE PAPER-LESS FIBERGLASS MAT SHEATHING AT ALL RESTROOM WALLS. PROVIDE SLIP JOINT AT ALL INTERIOR NON-BEARING WALLS. R1 22 GA. GALVALUME STANDING SEAM METAL ROOFOFING ON 30 LBS. ASPHALT IMPREGNATED BUILDING PAPER WITH A MINIMUN OF 3'-0" WIDE SECONDARY UNDERLAYMENT AT ALL EAVES AND VALLEYS OVER 3/4" T&G SHEATHING OVER ROOF FRAMING, RE. STRUCTURAL. R-50 BLOWN-IN INSULATION OVER 5/8" GYPSUM BOARD AT THE UNDERSIDE OF ALL ROOF STRUCTURE. 12" WIDE CONTINUOUS PRE-FINISHED METAL RIDGE VENT AT ALL RIDGES. R2 3" DIAMETER ROUND GALVALUME DOWNSPOUTS WITH PLAIN ROUND ELBOW TRANSITIONS. RE: SPECS. R3 6" WIDE GALVALUME METAL HALF ROUND GUTTERS WITH SUPPORT BRACKETS INSTALLED PRIOR TO ROOFING INSTALLATION. RE: SPECS. R4 22 GA. PRE-FINISHED METAL FASCIA ON 2x8 SUB-FASCIA - RE: SPECS. R6 10" DIA. SOLATUBE SYSTEM WITH INTEGRAL LED LIGHT AND DAYLIGHT SENSOR - RE: SPECS. R7 PHOTOVOLTAIC SOLAR PANELS - RE: ELECT. S1 PRE-FINISHED METAL SOFFIT VENTED PANELS - SEE SPECS. S2 2-COAT PORTLAND CEMENT BASED STUCCO SYSTEM ON GALVANIZED METAL LATH ON 5/8" EXTERIOR GLASS MAT SHEATHING - CAULK AT ALL JOINTS. NORTH