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B13-0377 PROJECT MANUAL approved
By Da v i d Rh o a d e s at 4: 5 4 pm , Oc t 04 , 20 1 3 B1 3 - 0 3 7 7 Re v i e w e d f o r C o d e C o m p l i a n c e Co d e : 2 0 0 9 I n t e r n a t i o n a l R e s i d e n t i a l C o d e ( I R C ) By M Ha e b e r l e at 1: 3 0 pm , Oc t 14 , 20 1 3 Noell Residence 12406 Issue K, 9/6/13 Table of Contents Detail Manual Table of Contents DETAIL MANUAL TABLE OF CONTENTS DIVISION 1 - GENERAL REQUIREMENTS GENERAL NOTES FLOOR SYSTEMS INTERIOR PARTITION SYSTEMS EXTERIOR WALL SYSTEMS CEILING SYSTEMS ROOF SYSTEMS DIVISION 2 – SITEWORK 2.01 Entry Gate 2.02 Raised Fire Pit 2.03 Perimeter Drain DIVISION 3 - CONCRETE DIVISION 4 - MASONRY 4.01 Stone Veneer Ledger –Steel 4.02 Stone Veneer Ledger –CMU 4.03 Typical Stone Cap @ Wall 4.04 Stone Pier Plan 4.05 Stone Pier Section 4.06 Stone Pier Plan 4.07 Stone Pier Section 4.08 Stone Pier Plan 4.09 Stone Pier Section 4.10 Stone Pier Plan 4.11 Stone Pier Plan 4.12 Stone Pier Plan 4.13 Stone Pier Plan 4.14 Stone Pier Plan 4.15 TYP. Nosing Detail @ Stone Stair 4.16 Chimney Cap 4.17 Chimney Cap Section 4.18 Chimney Cap Section 4.19 Chimney Cap 4.20 Chimney Cap Section 4.21 Chimney Cap Section 4.22 Stone Bench Noell Residence 12406 Issue K, 9/6/13 Table of Contents Detail Manual Table of Contents DIVISION 5 - METALS 5.01 Exterior Guardrail 5.02 Exterior Guardrail Typical 5.03 Exterior Guardrail 5.04 Exterior Handrail 5.05 Exterior Guardrail 5.06 Exterior Guardrail 5.07 Exterior Guardrail 5.08 Exterior Guardrail DIVISION 6 - WOOD AND PLASTICS 6.01 Roof Eave 6.02 Roof Rake 6.03 Roof Eave 6.04 Roof Rake 6.05 Roof Eave 6.06 Roof Eave 6.07 Roof Rake 6.08 Eyebrow Detail 6.09 TYP. Snow Guard @ Shake Roof 6.10 Board on Board Siding 6.11 Exterior Base Trim 6.12 Not Used 6.13 Not Used 6.14 Not Used 6.15 Not Used 6.16 Exterior Inside Corner 6.17 Not Used 6.18 Corner Trim 6.19 Not Used 6.20 Timber Knee Brace 6.21 Exterior Truss 6.22 Timber head at Stone Opening DIVISION 7 - THERMAL AND MOISTURE PROTECTION 7.01 TYP Wall to Roof Flashing 7.02 TYP Wall to Roof Flashing 7.03 TYP Flue Cap Flashing 7.04 Not Used 7.05 TYP Drip Edge @ Eave 7.06 TYP Drip Edge @ Rake 7.07 TYP Valley 7.08 TYP Ridge Cap 7.09 Flashing @ Roof Break 7.10 Flashing at Stone Cap W/Trim Noell Residence 12406 Issue K, 9/6/13 Table of Contents Detail Manual Table of Contents DIVISION 8 - DOORS AND WINDOWS 8.01 Exterior Window and Door Schedule 8.02 Interior Door Schedule 8.03 Exterior Door Types 8.04 Exterior Door/Window Trim 8.05 Window Head 8.06 Window Jamb 8.07 Window Sill 8.08 Window Head 8.09 Door Jamb 8.10 Window Jamb 8.11 TYP Win. /Win. Head /Sill/ Jamb 8.12 Exterior Door/Window Trim 8.13 Window Head 8.14 Window Jamb 8.15 Window Sill 8.16 Garage Door Head 8.17 Garage Door Jamb 8.18 Not Used 8.19 Not Used 8.20 Not Used 8.21 Window Detail 8.22 Column Jamb 8.23 Not Used 8.24 Exterior Lift and Slide Door 8.25 Lift and Slide Head 8.26 Lift and Slide Jamb 8.27 Lift and Slide Sill DIVISION 9 – FINISHES 9.01 Pool Patio to Interior Finishes 9.01 Auto Court Finishes DIVISION 10 - SPECIALTIES DIVISION 11 – EQUIPMENT DIVISION 12 - FURNISHINGS/CASEWORK DIVISION 13 - SPECIALTIES DIVISION 14 - CONVEYING SYTEMS Noell Residence 12406 Issue K, 9/6/13 Table of Contents Detail Manual Table of Contents DIVISION 15 - MECHANICAL DIVISION 16 - ELECTRICAL Noell Residence 13406 9/6/13 Construction Assembly Types Detail Manual General Notes GENERAL NOTES 1. Do not scale drawings. 2. It is the responsibility of the General Contractor to report to the Architect, immediately upon discovery, any discrepancies contained within these Construction Documents. 3. All grid lines are to centerline of exterior walls, wall logs, and interior wall stud, unless otherwise noted. All interior dimensions are to face of interior wall stud, unless otherwise indicated. 4. All walls related to the foundation of the building shall be connected to the foundation drainage system, unless otherwise noted. 5. Coordinate all Electrical and Mechanical wiring, piping, chaseways, ducts, etc. to fit within ceiling and wall space. 6. Provide all necessary blocking in stud walls and ceilings. Locations include, but are not limited to, toilets, toilet accessories, ceiling and wall mounted electrical fixtures, shelves, closet rods, cabinetry, drapery rods, countertops, and false beams. 7. All angles other than 90° on plans are 45° unless otherwise noted. 8. Refer to exterior elevations for actual window distributions and exterior material distributions. 9. Refer to the Room Finish Schedule for all interior finishes. 10. Monitored fire sprinkler system NFPA-13D per Town of Vail 11. Monitored alarm system per Town of Vail 12. All lighting is 75% high efficacy/all additional lighting will be 75% high efficacy as well. Noell Residence 13406 ASI #1 10/03/13 Construction Assembly Types Detail Manual General Notes FLOOR SYSTEMS 1. See Floor Plans and Structural Plans for locations. 2. See Room Finish Schedule for floor finishes. 3. See Specifications for additional data. 4. Finish Floor elevations as indicated on plans are to top of sub floor and top of wood decking at exterior decks. F1 Finish Flooring (3/4”) on Lower Level Structural Conc slab w/heat on Vapor Barrier on Ridged Insulation as required on Gravel base on Compacted fill F2 Finish Flooring (3/4”) on Main and Upper Level Plywood (3/4”) on Gypsum underlayment w/ heat (1 1/2") on Structural Decking on Structural framing system F3 Sloped Conc slab w/heat on Garage and Crawl Space Vapor Barrier on Ridged Insulation as required on Gravel base on Compacted fill F4 Stone Flooring (1 1/2”) on Stone Floor on Framing Mortar Bed w/ heat (1 1/2") on Structural Decking on Structural framing system F5 Stone Flooring (1 1/2”) on Stone Floor on Slab Mortar Bed w/ heat (1 1/2") on Conc slab on Vapor Barrier on Ridged Insulation as required on Gravel base on Compacted fill F6 Stone Flooring (1 1/2”) on Stone Floor at Pool Mortar Bed w/ heat (2") on Drainage Board (1/4") on WP-3 on Sloped Insulation (0" - 3") on Structural Decking on Structural framing system Noell Residence 13406 ASI #1 10/03/13 Construction Assembly Types Detail Manual General Notes F7 Stone Flooring (2”) on Stone Floor at Garage Deck Mortar Bed w/ heat (1 1/2") on Drainage Board (1/4") on WP-3 on Sloped Insulation (0" - 1 1/2") on Structural Decking on Structural framing system F8 Conc. Paver (3 1/8”) on Paver System at Auto Court Sloped Conc slab w/heat on Vapor Barrier on High Compression Board Insulation (2") on Gravel base on Compacted fill F9 Stone Flooring (1 1/2”) on Stone Floor at Entry Deck Mortar Bed w/ heat (2 1/4") on Insulation (2") on Drainage Board (1/4") on WP-3 on Structural Decking on Structural framing system Noell Residence 13406 9/6/13 Construction Assembly Types Detail Manual General Notes INTERIOR PARTITION SYSTEMS 1. See Floor Plans for locations. 2. See Finish Schedule for interior finishes. 3. See Specifications for additional data. 4. Provide all necessary blocking and code required blocking within stud spaces. 5. Substitute 5/8" water-resistant gypsum board for walls at bathtub locations. 6. Substitute 7/16" glass mesh mortar units for gypsum board at all tub/shower combinations, and shower locations. 7. Provide 6-mil vapor barrier at warm side of all insulation. 8. Provide acoustical batt insulation as required. Extend all batt insulation within walls up to subfloor or decking above unless otherwise noted. 9. Provide 5/8” Type “X” gypsum board at all required “1-hour” systems. P1 GWB on Typical interior wall Both sides on 2x4 Structural framing P2 GWB on Both sides on 2x6 Structural framing P3 GWB on Typical at foundation wall 2x furring (3 1/2”) on air space (1/2") on Structural foundation wall P4 GWB on 2x furring (1 1/2”) on air space (1/2") on Structural foundation wall P5 ST-1 on Typical stone wall Plywood (1/2") on Structural framing P6 ST-1 on Typical stone at foundation wall Plywood (1/2") on 2x furring (3 1/2”) on air space (1/2’) on Structural foundation wall P7 GWB on Typical acoustical wall Resilient channels on 2x4 Structural framing on air space (1") on 2x4 Structural framing on Resilient channels on GWB P8 GWB on Typical interior RC channel wall Resilient channels on 2x4 Structural framing P9 GWB on Noell Residence 13406 9/6/13 Construction Assembly Types Detail Manual General Notes Resilient channels on 2x6 Structural framing Noell Residence 13406 9/6/13 Construction Assembly Types Detail Manual General Notes EXTERIOR WALL SYSTEMS 1. See exterior elevations for locations. 2. See specifications for additional data. W1 WP-1 on (extend 6” above grade) Typical foundation wall downhill CMU or conc wall W2 WP-2 on (extend 6” above grade) Typical foundation wall uphill CMU or conc wall W3 ST-1 on WP-1 on CMU or conc wall W4 Wood siding system on AVB on Structural sheathing on Structural Framing W5 ST-1 on AVB on Structural sheathing on Structural Framing Noell Residence 13406 9/6/13 Construction Assembly Types Detail Manual General Notes CEILING SYSTEMS 1. See reflected ceiling plans for locations. 2. See Specifications for additional data. 3. Provide insulation in walls up to the roof insulation, unless otherwise noted. At lower floors, continue the wall insulation up to the floor insulation, unless otherwise noted. 4. Substitute 5/8" water-resistant gypsum board for ceilings at bathtub locations. 5. Substitute 7/16" glass mesh mortar units for gypsum board at all shower locations, and tub/shower combinations. 6. Ceiling heights (above finish floor) shall be at the underside of roof or floor joists, unless noted otherwise. 7. Refer to reflected ceiling plan for direction of planking. C1 GWB on Typical Ceiling Main and Upper Level Structural framing C2 GWB on Typical Lower level Suspended framing C3 T&G Board on Structural framing C4 T&G BD on Suspended framing C5 ST-1 on Plywood (1/2") on Structural framing C6 GWB on Resilient channels on Structural framing C7 GWB on Resilient channels on Suspended framing Noell Residence 13406 9/6/13 Construction Assembly Types Detail Manual General Notes ROOF SYSTEMS 1. See roof plans for locations. 2. See specifications for additional details. R1 Synthetic Shake Shingles roofing system on TYP WP-4 on Roof sheathing on Structural framing or over framing R2 Metal roofing system on WP-5 on Roof sheathing on Structural framing or over framing Noell Residence 13406 ASI #1 10/03/13 8.01 WINDOW & DOOR SCHEDULE Mark Type Unit Unit Remarks Width Height A CASEMENT 5-0 5-0 B FIXED CASEMENT 6-10 6-0 C CASEMENT 3-0 3-0 D CASEMENT 12-0 3-0 4X 3-0 X 3-0 FACTORY MULLED E CASEMENT 2-10 3-6 F CASEMENT 2-6 4-6 G CASEMENT 5-0 4-6 2X SASHES H CASEMENT 3-0 4-6 J CASEMENT 2-8 4-6 K CASEMENT 2-6 5-0 L CASEMENT 5-0 5-0 2X SASHES M CASEMENT 2-8 5-0 N CASEMENT 2-0 6-0 P CASEMENT 3-0 6-0 Q CASEMENT 3-0 8-0 3-0 X 6-0 W/ 3-0 X 2-0 TRANSOM FACTORY MULLED R CASEMENT 9-0 8-0 2-6 X 8-0 / 4-0 X 8-0 /2-6 X 8-0 FACTORY MULLED S AWNING 3-0 2-0 T AWNING 3-0 1-6 U FIXED CASEMENT 2-7 1/4 3-9 5/8 TRAPEZOID, LEG 1: 2'-6", LEG 2: 3'-9 5/8" V FIXED CASEMENT 2-7 1/4 3-9 5/8 TRAPEZOID, LEG 1: 2'-6", LEG 2: 3'-9 5/8" W FIXED CASEMENT 6-0 6-0 X FIXED CASEMENT 4-1 1/4 3-1 1/4 TRAPEZOID, LEG 1: 1'-0 5/8", LEG 2: 3'-1 1/4" Y FIXED CASEMENT 4-1 1/4 3-1 1/4 TRAPEZOID, LEG 1: 3'-1 1/4", LEG 2: 1'-0 5/8" Z FIXED CASEMENT 4-6 6-0 AA FIXED CASEMENT 3-0 3-2 1/2 TRAPEZOID, LEG 1: 1'-8 1/2", LEG 2: 3'-2 1/2" BB FIXED CASEMENT 3-0 5-1 1/4 TRAPEZOID, LEG 1: 3'-7 1/4", LEG 2: 5'-1 1/4" CC FIXED CASEMENT 3-0 5-1 1/4 TRAPEZOID, LEG 1: 3'-7 1/4", LEG 2: 5'-1 1/4" DD FIXED CASEMENT 3-0 3-2 1/2 TRAPEZOID, LEG 1: 1'-8 1/2", LEG 2: 3'-2 1/2" EE FIXED CASEMENT 3-9 5/8 2-6 13/16 TRAPEZOID, LEG 1: 8", LEG 2: 2'-6 13/16" FF FIXED CASEMENT 3-9 5/8 4-6 5/8 TRAPAZOID, LEG 1: 2'-7 13/16", LEG 2: 4'-6 5/8" GG FIXED CASEMENT 3-9 5/8 4-6 5/8 TRAPEZOID, LEG 1: 4'-6 5/8", LEG 2: 2'-7 13/16" HH FIXED CASEMENT 3-9 5/8 2-6 13/16 TRAPEZOID, LEG 1: 2'-6 13/16", LEG 2: 8" JJ FIXED CASEMENT 5-10 1/2 4-3 1/4 TRAPEZOID, LEG 1: 1'-4", LEG 2: 4'-3 1/4" 8-01 Windows & Door Schedule Page 1 of 2 Noell Residence 13406 ASI #1 10/03/13 Mark Type Unit Unit Remarks KK FIXED CASEMENT 5-6 3/4 7-1 5/8 TRAPEZOID, LEG 1: 4'-4 1/4", LEG 2: 7'-1 5/8" LL FIXED CASEMENT 5-6 3/4 7-1 5/8 TRAPEZOID, LEG 1: 4'-4 1/4", LEG 2: 7'-1 5/8" MM FIXED CASEMENT 5-10 1/2 4-3 1/4 TRAPEZOID, LEG 1: 1'-4", LEG 2: 4'-3 1/4" NN ---- PP ---- QQ FIXED CASEMENT 3-0 2-6 TRAPEZOID, LEG 1: 1'-0", LEG 2: 2'-6" RR FIXED CASEMENT 6-10 4-7 1/4 POLYGON, LEG 1: 2'-10 3/4", LEG 2: 4'-7 1/4", LEG 3: 2'-10 3/4" SS FIXED CASEMENT 3-0 2-6 TRAPEZOID, LEG 1: 1'-0", LEG 2: 2'-6" TT DOOR 2-6 8-0 IN SWING UU DOOR 6-0 8-0 (2X) 3-0 X 8-0 IN SWING VV DOOR 3-0 8-0 IN SWING WW SLIDING DOOR 9-0 8-0 (3X) 3-0 X 8-0 LEAF XX SLIDING DOOR 9-0 10-0 (3X) 3-0 X 10-0 LEAF YY SLIDING DOOR 12-0 10-0 (3X) 4-0 X 10-0 LEAFS ZZ ---- AAA CASEMENT 2-8 4-0 BBB SLIDING DOOR 6-0 8-0 (2X) 3-0 X 8-0 LEAFS CCC OVERHEAD DOOR 18-0 9-0 WOOD DDD DOOR 3-0 8-0 WOOD, IN-SWING EEE DOOR 5-4 5-0 (2X) 3-0 X 8-0 LEAFS, WOOD DOORS, HOLLOW METAL FRAME FFF FRONT DOOR 8-4 10-0 (1X) 4-0 X 10-0 LEAF, WOOD W/SIDE LITES GGG DOOR 4-0 4-0 (2X) 2-0 X 4-0 LEAF, WOOD DOOR, HOLLOW METAL FRAME HHH FIXED CASEMENT 4-0 9-0 JJJ FIXED CASEMENT 6-0 9-0 KKK FIXED CASEMENT 5-10 1/2 7-4 LLL AWNING 1-8 2-11 1/4 PPP FIXED CASEMENT 1-6 1-6 ALL WOOD WINDOW. SEE INTERIOR DESIGN DOCUMENTS FOR DECORATIVE GLASS SELECTION QQQ FIXED CASEMENT 4-0 6-0 ALL WOOD WINDOW. SEE INTERIOR DESIGN DOCUMENTS FOR DECORATIVE GLASS SELECTION RRR FIXED CASEMENT 2-2 6-0 ALL WOOD WINDOW. SEE INTERIOR DESIGN DOCUMENTS FOR DECORATIVE GLASS SELECTION SSS PARTITION SYSTEM 8-6 8-0 SEE INTERIOR DESIGN DOCUMENTS FOR SPECIFICATION General Notes: 1. Tempered Glass noted on elevations with a "T" next to the window or door tag per code. 2. Safty barrier noted on elevations with a "S" next to the window or door tag per code. 8-01 Windows & Door Schedule Page 2 of 2 No e l l R e s i d e n c e 13 4 0 6 9/6/13 8 . 0 2 I N T E R I O R D O O R S C H E D U L E Ma r k W i d t h H e i g h t T h k . M a t . T y p e R e m a r k s A 3- 0 8 - 0 2 1 / 4 W D S W I N G B 2- 8 8 - 0 2 1 / 4 W D S W I N G C 2- 6 8 - 0 2 1 / 4 W D S W I N G D 2- 4 8 - 0 2 1 / 4 W D S W I N G E 3- 6 8 - 0 2 1 / 4 W D S W I N G a d d e d i s s u e K F 5- 0 8 - 0 2 1 / 4 W D ( 2 X ) S W I N G G 5- 4 8 - 0 2 1 / 4 W D ( 2 X ) S W I N G H 3- 0 ? ? ? 2 1 / 4 W D ( 2 X ) S W I N G ( 2 X ) 1 - 6 X ? ? L E A F S K 5- 4 8 - 0 2 1 / 4 W D P O C K E T ( 2 X ) 2 - 6 X 8 - 0 L E A F S L 2- 8 8 - 0 2 1 / 4 W D P O C K E T M 3- 0 8 - 0 2 1 / 4 W D P O C K E T N 3- 6 ? ? 2 1 / 4 W D P O C K E T No t e s : Do o r S i z e D o o r 8- 0 2 I n t e r i o r D o o r S c h e d u l e page 1 of 1 Noell Residence 13406 8/23/13 00000 TOC PAGE 1 OF 2 SPECIFICATION TABLE OF CONTENTS DIVISION 1 - GENERAL REQUIREMENTS SECTION 01100 - SUMMARY SECTION 01200 - PRICE AND PAYMENT PROCEDURES (SUBMITTALS REQUIRED) SECTION 01300 - ADMINISTRATIVE REQUIREMENTS SECTION 01400 - QUALITY REQUIREMENTS (SUBMITTALS REQUIRED) SECTION 01420 - REFERENCES SECTION 01600 - PRODUCT REQUIREMENTS SECTION 01731 - EXECUTION AND CLOSEOUT REQUIREMENTS (SUBMITTALS REQUIRED) DIVISION 2 - SITEWORK SECTION 02110 - SITE CLEARING (SUBMITTALS REQUIRED) SECTION 02200 - EARTHWORKS (SUBMITTALS REQUIRED) SECTION 02780 - UNIT PAVERS (SUBMITTALS REQUIRED) (See Civil Engineering Drawings and Specifications for additional information) DIVISION 3 - CONCRETE (See Civil and Structural Engineering Drawings and Specifications for additional information) DIVISION 4 - MASONRY SECTION 04860 - STONE VENEER ASSEMBLIES (SUBMITTALS REQUIRED) (See Structural Engineering Drawings and Specifications for additional information) DIVISION – METALS SECTION 05525 – ARCHITECTURAL METALS (SUBMITTALS REQUIRED) (See Structural Engineering Drawings and Specifications for additional information) DIVISION 6 - WOOD AND PLASTIC SECTION 06401 – EXTERIOR ARCHITETURAL WOODWORK (SUBMITTALS REQUIRED) (See Structural Engineering Drawings and Specifications for additional information) DIVISION 7 - THERMAL & MOISTURE PROTECTION SECTION 07110 - DAMPPROOFING SYSTEM SECTION 07130 - SHEET WATERPROOFING (SUBMITTALS REQUIRED) SECTION 07210 - BUILDING INSULATION (SUBMITTALS REQUIRED) SECTION 07310 - SYNTHETIC SHAKE SHINGLES (SUBMITTALS REQUIRED) SECTION 07610 - SHEET METAL ROOFING (SUBMITTALS REQUIRED) SECTION 07620 - SHEET METAL FLASHING AND TRIM (SUBMITTALS REQUIRED) SECTION 07720 - ROOF ACCESSORIES (SUBMITTALS REQUIRED) SECTION 07900 - JOINT SEALERS Noell Residence 13406 8/23/13 00000 TOC PAGE 2 OF 2 DIVISION 8- WINDOWS AND DOORS SECTION 08212 - WOOD DOORS (SUBMITTALS REQUIRED) SECTION 08312 - WOOD SLIDING GLASS DOORS (SUBMITTALS REQUIRED) SECTION 08550 - WOOD WINDOWS (SUBMITTALS REQUIRED) DIVISION 9 – FINISHES SECTION 09638 - STONE PAVING AND FLOORING (SUBMITTALS REQUIRED) SECTION 09910 - PAINTING (SUBMITTALS REQUIRED) DIVISION 10 -SPECIALTIES SECTION 10300 - FIREPLACES (SUBMITTALS REQUIRED) DIVISION 11 - EQUIPMENT SECTION 11451 - RESIDENTIAL APPLIANCES DIVISION 12 - FURNISHINGS DIVISION 13 - SPECIAL CONSTRUCTION DIVISION 14 - CONVEYING SYSTEMS (See Interior Design Drawings and Specifications for additional information) DIVISION 15 - MECHANICAL (See Mechanical Engineering Drawings and Specifications for additional information) DIVISION 16 - ELECTRICAL (See Electrical Engineering Drawings and Specifications for additional information) Noell Residence 13406 9/6/13 01100 SUMMARY Page 1 of 1 SECTION 01100 – SUMMARY 1. GENERAL A. SUMMARY OF WORK 1. Project: A new single family residence located at 1000 Spraddle Creek Road, Vail, Colorado. a. This issue, Issue K, 9/6/13 b. Owner: The Michael Noell Revocable Trust c. Architect: RMT Architects, P. O. Box 7630, Avon, CO 81620 d. The Work consists of Contract for General Construction, as described in the Contract Documents. e. Owner-Furnished Items: The following products will be furnished by Owner and shall be installed by Contractor as part of the Work: (i) None f. Work Not Included: The following will be provided by others: (i) None B. WORK RESTRICTIONS 1. Contractor's Use of Premises: a. During construction, Contractor will have full use of site as indicated by the area designated as “Limits of Disturbance” on drawing A1.2 b. General Contractor and his sub contractors are under no circumstance to venture outside of this boundary. c. All efforts are to be made to protect all natural vegetation outside this designated zone. d. Only Owner’s right to perform work or employ other contractors on portions of Project limits contractor’s use of premises. 2. PRODUCTS (Not Applicable) 3. EXECUTION (Not Applicable) END OF SECTION 01100 Noell Residence 13406 9/6/13 01200 PRICE AND PAYMENT PROCEDURE Page 1 of 1 SECTION 01200 - PRICE AND PAYMENT PROCEDURES 1. GENERAL A. ALLOWANCES 1. General Contractor is to produce a “Schedule of Values”, including a comprehensive list of “Allowances” prior to the start of construction. 2. Submit invoices to show cost of products furnished under each allowance. Reconciliation of Allowance amounts with actual costs will be by Change Order. 3. Include the following allowances in the Contract Sum: (a) reference Allowance list per Triumph Development under separate cover B. ALTERNATES 1. An alternate is an amount proposed by bidder for certain work that may be added to or deducted from the Base Bid amount if Owner accepts the Alternate. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate the Alternate into the Work. No other adjustments are made to the Contract Sum. 2. The General Contractor is to provide an “Alternate Bid Price” per the following specification sections: (a) reference Alternate Bid Price list per Triumph Development under separate cover C. UNIT PRICES 1. A unit price is an amount proposed by bidders and stated on the Bid Form for certain work that is paid for per unit of measure. Bidders shall indicate on the Bid Form unit prices for the following items of work: (a) Concrete (b) Earthwork 2. All sub contractor bids are to include unit prices for labor and materials. 3. Unit prices include all necessary material, plus cost for delivery, installation, insurance, applicable taxes, overhead, and profit. 4. Changes to the Work incorporating Unit Prices will be made by Change Order. D. CONTRACT MODIFICATION PROCEDURES 1. On Owner's approval of a proposal from Contractor, Architect will issue a Change Order on AIA Document G701, for all changes to the Contract Sum or the Contract Time. 2. When Owner and Contractor disagree on the terms of a proposal, Architect may issue a Construction Change Directive on AIA Document G714, instructing Contractor to proceed with the change. Construction Change Directive will contain a description of the change and designate the method to be followed to determine changes to the Contract Sum or the Contract Time. E. PAYMENT PROCEDURES 1. Submit a Schedule of Values, to the Owner and Owners Representative, at least 10 days before the first Application for Payment. In Schedule of Values, break down the Contract Sum into at least one line item for each Specification Section. Correlate the Schedule of Values with Contractor's Construction Schedule. 2. Submit a PDF copy of each application for payment on AIA Document G702/703, according to the schedule established in Owner/Contractor Agreement. 3. For the second Application for Payment through the Application for Payment submitted at Substantial Completion, submit partial releases of liens from each subcontractor or supplier for whom amounts were included in the previous Application for Payment. 4. Submit final Application for Payment after completion of Project closeout procedures with release of liens and supporting documentation. Include consent of surety to final payment and insurance certificates. (a) Submit final meter readings for utilities, a record of stored fuel, and similar data as of the date of Substantial Completion. 2. PRODUCTS (Not Applicable) 3. EXECUTION (Not Applicable) END OF SECTION 01200 Noell Residence 13406 9/6/13 01300 ADMINISTRATIVE REQUIREMENTS Page 1 of 2 SECTION 01300 - ADMINISTRATIVE REQUIREMENTS 1. GENERAL A. PROJECT MANAGEMENT AND COORDINATION 1. Coordinate construction to ensure efficient and orderly installation of each part of the Work. 2. Conduct progress meetings at Project site every other week or as required. Notify Owner’s Representative, of meeting dates and times. Require attendance of each subcontractor or other entity concerned with current progress or involved with planning or coordination of future activities. (a) General Contractor will record minutes and distribute to parties involved, including Owner and Owner’s Representative. B. SUBMITTAL PROCEDURES 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity. (a) No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing. (b) Owner’s Representative will not accept submittals from sources other than Contractor. (c) Identify deviations from the Contract Documents. (d) Submit 1 paper copy and 1 PDF copy of each submittal. 2. Place a permanent label or title block on each submittal for identification. Provide a 4- by 5-inch space on the label or beside title block to record review and approval markings and action taken. Include the following information on the label: (a) Project name. (b) Date. (c) Name and address of Contractor. (d) Name and address of subcontractor or supplier. (e) Number and title of appropriate Specification Section. 3. Owner’s Representative will review each action submittal, mark as appropriate to indicate action taken, and return copies less those retained. Compliance with specified requirements remains Contractor's responsibility. 4. Construction Schedule Submittal Procedure: (a) Submit schedule prior to the Commencement of the Work. Distribute copies to Owner, Owner’s Representative, subcontractors, and parties required to comply with dates. (b) Revise the schedule after each meeting or activity where revisions have been made. As Work progresses, mark each bar to indicate actual completion. Distribute revised copies to Owner, Owner’s Representative, subcontractors, and parties required to comply with dates. 2. PRODUCTS A. ACTION SUBMITTALS 1. Product Data: Mark each copy to show applicable choices and options. Include the following: (a) Data indicating compliance with specified standards and requirements. (b) Notation of coordination requirements. (c) For equipment data, include rated capacities, dimensions, weights, required clearances, and furnished specialties and accessories. 2. Shop Drawings: Submit Project-specific information drawn to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data. Submit 1 PDF copy 1 print on sheets at least 8-1/2 by 11 inches but no larger than 30 by 42 inches. Owner’s Representative will return the print. Include the following: (a) Dimensions, profiles, methods of attachment, large-scale details, and other information, as appropriate for the Work. (b) Identification of products and materials. (c) Notation of coordination requirements. (d) Notation of dimensions established by field measurement. 3. Samples: Submit Samples finished as specified and identical with the material proposed. Where variations are inherent in the material, submit sufficient units to show full range of the variations. Include name of manufacturer and product name on label. B. INFORMATION SUBMITTALS Noell Residence 13406 9/6/13 01300 ADMINISTRATIVE REQUIREMENTS Page 2 of 2 1. Construction Schedule: Prepare a horizontal bar chart Contractor's construction schedule. (a) Provide a separate time bar for each activity, using same breakdown of Work indicated in the Schedule of Values, and a vertical line to identify the first workday of each week. (b) Coordinate each element with other activities. Show each activity in proper sequence. Indicate sequences necessary for completion of related Work. (c) Indicate Substantial Completion and allow time for Owner’s representative procedures necessary for certifying Substantial Completion. 2. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product complies with requirements. 3. EXECUTION A. (Not Applicable) END OF SECTION 01300 Noell Residence 13406 9/6/13 01400 QUALITY CONTROL Page 1 of 1 SECTION 01400 - QUALITY REQUIREMENTS 1. GENERAL A. SECTION REQUIREMENTS 1) Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements. a. Testing and inspecting services are specified in other Sections of these Specifications or are required by authorities having jurisdiction and shall be performed by independent testing agencies. b. Owner will provide testing and inspecting services not specified to be provided by Contractor. c. Contractor is responsible for scheduling inspections and tests and notifying testing agency. d. Retesting and Reinspecting: Contractor shall pay for additional testing and inspecting required as a result of tests and inspections indicating noncompliance with requirements. 2) Performance and Design Criteria: Where design services or certifications by a professional engineer are required by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated. a. If criteria indicated are not sufficient to perform services or certification required, submit a written request for additional information to Owner’s Representative. b. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. B. SUBMITTALS: Testing agency shall submit a certified written report of each inspection and test to Owner’s Representative , Contractor, Structural Engineer, and to authorities having jurisdiction when authorities so direct. Reports of each inspection, test, or similar service shall include the following: 1) Name, address, and telephone number of testing agency. 2) Project title and testing agency's project number. 3) Date of report and designation (number). 4) Dates and locations where samples were taken or inspections and field tests made. 5) Ambient conditions at the time of sample taking and inspecting or field testing. 6) Names of individuals taking the sample or making the inspection or test. 7) Product and test method. 8) Inspection or test data including interpretation of test results and comments or professional opinion on whether inspected or tested Work complies with requirements. 9) Recommendations on retesting or reinspection. 10) Name and signature of laboratory inspector. C. TESTING AGENCY QUALIFICATION: Agencies that specialize in the types of inspections and tests to be performed and are acceptable to authorities having jurisdiction. D. TESTING AGENCY RESPONCIBILIES: Testing agency shall cooperate with Owner’s Representative and Contractor in performing its duties and shall provide qualified personnel to perform inspections and tests. 1) Agency shall promptly notify Owner’s Reprsentative and Contractor of deficiencies in the Work observed during performance of its services. 2) Agency shall not release, revoke, alter, or enlarge requirements of the Contract Documents nor approve or accept any portion of the Work. 3) Agency shall not perform duties of Contractor. E. AUXILLARY SERVICES: Cooperate with testing agencies and provide auxiliary services as requested, including the following: 1) Access to the Work. 2) Incidental labor and facilities to assist inspections and tests. 3) Adequate quantities of materials for testing, and assistance in taking samples. 4) Facilities for storing and curing test samples. 5) Security and protection for samples and test equipment. 2. PRODUCTS (Not Applicable) 3. EXECUTION (Not Applicable) END OF SECTION 01400 Noell Residence 13406 9/6/13 01420 REFERENCES Page 1 of 7 SECTION 01420 - REFERENCES PART 1 - GENERAL 1.1 GENRAL REQUIREMENTS A. Publication Dates: Comply with standards in effect as of date of the Contract Documents, unless otherwise indicated. B. Abbreviations and Acronyms: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web site addresses are subject to change and are believed to be accurate and up-to- date as of the date of the Contract Documents. AA Aluminum Association, Inc. (The) (202) 862-5100 www.aluminum.org AABC Associated Air Balance Council (202) 737-0202 www.aabchq.com AAMA American Architectural Manufacturers Association (847) 303-5664 www.aamanet.org AASHTO American Association of State Highway and (202) 624-5800 Transportation Officials www.aashto.org ACI American Concrete Institute/ACI International (248) 848-3700 www.aci-int.org AFPA American Forest & Paper Association (See AF&PA) AF&PA American Forest & Paper Association (800) 878-8878 www.afandpa.org (202) 463-2700 AGA American Gas Association (202) 824-7000 www.aga.org AHA American Hardboard Association (847) 934-8800 www.ahardbd.org AI Asphalt Institute (859) 288-4960 www.asphaltinstitute.org AIA American Institute of Architects (The) (202) 626-7300 www.e-architect.com AISC American Institute of Steel Construction, Inc. (800) 644-2400 www.aisc.org (312) 670-2400 AISI American Iron and Steel Institute (202) 452-7100 www.steel.org AITC American Institute of Timber Construction (303) 792-9559 Noell Residence 13406 9/6/13 01420 REFERENCES Page 2 of 7 www.aitc-glulam.org ALSC American Lumber Standard Committee (301) 972-1700 AMCA Air Movement and Control Association International, Inc. (847) 394-0150 www.amca.org ANSI American National Standards Institute (202) 293-8020 www.ansi.org APA APA-The Engineered Wood Association (253) 565-6600 www.apawood.org APA Architectural Precast Association (941) 454-6989 www.archprecast.org ARI Air-Conditioning & Refrigeration Institute (703) 524-8800 www.ari.org ASCE American Society of Civil Engineers (800) 548-2723 www.asce.org (703) 295-6300 ASHRAE American Society of Heating, Refrigerating and (800) 527-4723 Air-Conditioning Engineers (404) 636-8400 www.ashrae.org ASME ASME International (800) 843-2763 (The American Society of Mechanical Engineers (212) 591-7722 International) www.asme.org ASSE American Society of Sanitary Engineering (440) 835-3040 www.asse-plumbing.org ASTM American Society for Testing and Materials (610) 832-9585 www.astm.org AWCI AWCI International (703) 534-8300 (Association of the Wall and Ceiling Industries International) www.awci.org AWI Architectural Woodwork Institute (800) 449-8811 www.awinet.org (703) 733-0600 AWPA American Wood-Preservers' Association (817) 326-6300 www.awpa.com AWS American Welding Society (800) 443-9353 www.aws.org (305) 443-9353 AWWA American Water Works Association (800) 926-7337 www.awwa.org (303) 794-7711 BHMA Builders Hardware Manufacturers Association (212) 297-2122 www.buildershardware.com Noell Residence 13406 9/6/13 01420 REFERENCES Page 3 of 7 BOCA BOCA International, Inc. (708) 799-2300 www.bocai.org CABO Council of American Building Officials (See ICC) CCC Carpet Cushion Council (203) 637-1312 www.carpetcushion.org CDA Copper Development Association Inc. (800) 232-3282 www.copper.org (212) 251-7200 CFFA Chemical Fabrics & Film Association, Inc. (216) 241-7333 www.chemicalfabricsandfilm.com CFR Code of Federal Regulations (888) 293-6498 www.access.gpo.gov/nara/cfr (202) 512-1530 CISCA Ceilings & Interior Systems Construction Association (630) 584-1919 www.cisca.org CISPI Cast Iron Soil Pipe Institute (423) 892-0137 www.cispi.org CRD Army Corps of Engineers (601) 634-2355 CRD Standards www.wes.army.mil CRI Carpet and Rug Institute (The) (800) 882-8846 www.carpet-rug.com (706) 278-3176 CRSI Concrete Reinforcing Steel Institute (847) 517-1200 www.crsi.org CSA CSA International (800) 463-6727 (Formerly: IAS - International Approval Services) (416) 747-4000 www.iasapprovals.org CSSB Cedar Shake & Shingle Bureau (604) 820-7700 www.cedarbureau.org DHI Door and Hardware Institute (703) 222-2010 www.dhi.org DOC Department of Commerce (202) 482-2000 www.doc.gov DOD Department of Defense (215) 697-6257 DOD Specifications and Standards http://astimage.daps.dla.mil/online/ EIA/TIA Electronic Industries Alliance/Telecommunications Industry (703) 907-7500 Association www.eia.org EIMA EIFS Industry Members Association (800) 294-3462 www.eifsfacts.com (770) 968-7945 Noell Residence 13406 9/6/13 01420 REFERENCES Page 4 of 7 EPA Environmental Protection Agency (202) 260-2090 www.epa.gov FDA Food and Drug Administration (888) 463-6332 www.fda.gov FMG FM Global (401) 275-3000 (Formerly: FM - Factory Mutual System) www.fmglobal.com FS Federal Specification Available from Defense Automated Printing Service (215) 697-6257 //astimage.daps.dla.mil/online Available from General Services Administration (202) 619-8925 www.fss.gsa.gov/pub/fed-specs.cfm Available from National Institute of Building Sciences (202) 289-7800 www.nibs.org GA Gypsum Association (202) 289-5440 www.gypsum.org GANA Glass Association of North America (785) 271-0208 (Formerly: FGMA - Flat Glass Marketing Association) www.glasswebsite.com/gana HI Hydraulic Institute (888) 786-7744 www.pumps.org (973) 267-9700 HPVA Hardwood Plywood & Veneer Association (703) 435-2900 www.hpva.org HUD Department of Housing and Urban Development (202) 708-1112 www.hud.gov IAS International Approval Services (See CSA International) ICC International Code Council (703) 931-4533 (Formerly: CABO - Council of American Building Officials) www.intlcode.org ICBO International Conference of Building Officials (800) 284-4406 www.icbo.org (562) 699-0541 ICEA Insulated Cable Engineers Association, Inc. (508) 394-4424 www.icea.net IEEE Institute of Electrical and Electronics Engineers, Inc. (The) (212) 419-7900 www.ieee.org IESNA Illuminating Engineering Society of North America (The) (212) 248-5000 www.iesna.org Noell Residence 13406 9/6/13 01420 REFERENCES Page 5 of 7 IGCC Insulating Glass Certification Council (315) 646-2234 www.igcc.org ITS Intertek Testing Services (800) 345-3851 www.itsglobal.com (607) 753-6711 KCMA Kitchen Cabinet Manufacturers Association (703) 264-1690 www.kcma.org LMA Laminating Materials Association (201) 664-2700 (Formerly: ALA - American Laminators Association) www.lma.org LPI Lightning Protection Institute (800) 488-6864 www.lightning.org (847) 577-7200 MBMA Metal Building Manufacturers Association (216) 241-7333 www.mbma.com MFMA Maple Flooring Manufacturers Association (847) 480-9138 www.maplefloor.org ML/SFA Metal Lath/Steel Framing Association (See SSMA) MSS Manufacturers Standardization Society of The Valve and (703) 281-6613 Fittings Industry, Inc. www.mss-hq.com NEBB National Environmental Balancing Bureau (301) 977-3698 www.nebb.org NECA National Electrical Contractors Association (301) 657-3110 www.necanet.org NeLMA Northeastern Lumber Manufacturers' Association (207) 829-6901 www.nelma.org NEMA National Electrical Manufacturers Association (703) 841-3200 www.nema.org NETA International Electrical Testing Association (303) 697-8441 www.netaworld.org NFPA National Fire Protection Association (800) 344-3555 www.nfpa.org (617) 770-3000 NFRC National Fenestration Rating Council (301) 589-6372 www.nfrc.org NLGA National Lumber Grades Authority (604) 524-2393 www.nlga.org NOFMA National Oak Flooring Manufacturers Association (901) 526-5016 www.nofma.org NRCA National Roofing Contractors Association (800) 323-9545 Noell Residence 13406 9/6/13 01420 REFERENCES Page 6 of 7 www.nrca.net (847) 299-9070 NSF NSF International (800) 673-6275 (National Sanitation Foundation International) (734) 769-8010 www.nsf.org NWWDA National Wood Window and Door Association (See WDMA) PCI Precast/Prestressed Concrete Institute (312) 786-0300 www.pci.org PDCA Painting and Decorating Contractors of America (800) 332-7322 www.pdca.com (703) 359-0826 RCSC Research Council on Structural Connections (800) 644-2400 c/o AISC (312) 670-2400 www.boltcouncil.org RMA Rubber Manufacturers Association (800) 220-7620 www.rma.org (202) 682-4800 SDI Steel Deck Institute (847) 462-1930 www.sdi.org SDI Steel Door Institute (440) 899-0010 www.steeldoor.org SIGMA Sealed Insulating Glass Manufacturers Association (312) 644-6610 www.sigmaonline.org/sigma SJI Steel Joist Institute (843) 626-1995 www.steeljoist.org SMACNA Sheet Metal and Air Conditioning Contractors' National Association (703) 803-2980 www.smacna.org SPIB Southern Pine Inspection Bureau (The) (850) 434-2611 www.spib.org SPRI SPRI (781) 444-0242 (Single Ply Roofing Institute) www.spri.org SBCCI Southern Building Code Congress International, Inc. (205) 591-1853 www.sbcci.org SSMA Steel Stud Manufacturers Association (312) 456-5590 (Formerly: ML/SFA - Metal Lath/Steel Framing Association) www.ssma.com SSPC SSPC: The Society for Protective Coatings (800) 837-8303 www.sspc.org (412) 281-2331 STI Steel Tank Institute (847) 438-8265 www.steeltank.com Noell Residence 13406 9/6/13 01420 REFERENCES Page 7 of 7 TCA Tile Council of America, Inc. (864) 646-8453 www.tileusa.com TFS Texas Forest Service (409) 639-8180 Forest Products Laboratory //txforestservice.tamu.edu TPI Truss Plate Institute (608) 833-5900 UBC Uniform Building Code (See: International Conference of Building Officials) UL Underwriters Laboratories Inc. (800) 704-4050 www.ul.com (847) 272-8800 WCLIB West Coast Lumber Inspection Bureau (800) 283-1486 www.wclib.org (503) 639-0651 WCMA Window Covering Manufacturers Association (212) 661-4261 (Formerly: AWCMA - American Window Covering Manufacturers Association) www.windowcoverings.org WDMA Window & Door Manufacturers Association (800) 223-2301 (Formerly: NWWDA - National Wood Window and Door Association) (847) 299-5200 www.wdma.com WIC Woodwork Institute of California (916) 372-9943 www.wicnet.org WMMPA Wood Molding & Millwork Producers Association (800) 550-7889 www.wmmpa.com (530) 661-9591 WWPA Western Wood Products Association (503) 224-3930 www.wwpa.org PART 2 - PRODUCTS (Not Applicable) PART 3 - EXECUTION (Not Applicable) END OF SECTION 01420 Noell Residence 13406 9/6/13 01600 PRODUCT REQUIREMENTS Page 1 of 2 SECTION 01600 – PRODUCT REQUIREMENTS 1. GENERAL A. SECTION REQUIREMENTS 1. Provide products of same kind from a single source. The term "product" includes the terms "material," "equipment," "system," and similar terms. 2. Product Substitutions: Substitutions include products and methods of construction differing from that required by the Contract Documents and proposed by Contractor after award of the Contract. a. Submit a PDF copy of each request for product substitution. b. Submit requests within 30 days after commencement of construction. c. Submit requests in time to permit processing of request and subsequent submittals, if any, sufficiently in advance of when materials are required in the Work. Do not submit unapproved substitutions on Shop Drawings or other submittals. d. Identify product to be replaced and provide complete documentation showing compliance of proposed substitution with applicable requirements. Include a full comparison with the specified product, a list of changes to other Work required to accommodate the substitution, and any proposed changes in the Contract Sum or the Contract Time should the substitution be accepted. e. Owner’s Representative will review the proposed substitution and notify Contractor of its acceptance or rejection. 3. Comparable Product Submittal: a. Submit one PDF copy and one paper copy of each request for approval of products as comparable to basis-of-design products. Submit requests in time to permit processing of request and subsequent submittals, if any, sufficiently in advance of when materials are required in the Work. Do not submit unapproved products on Shop Drawings or other submittals. b. Identify product to be replaced and provide complete documentation showing compliance of proposed product with applicable requirements. Include a full comparison with the specified product. c. Owner’s Representative will review the proposed product and notify Contractor of its acceptance or rejection. 4. Deliver, store, and handle products using means and methods that will prevent damage, deterioration, and loss, including theft. Comply with manufacturer's written instructions. a. Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding of construction spaces. b. Deliver products to Project site in manufacturer's original sealed container or packaging, complete with labels and instructions for handling, storing, unpacking, protecting, and installing. c. Inspect products on delivery to ensure compliance with the Contract Documents and to ensure that products are undamaged and properly protected. d. Store materials in a manner that will not endanger Project structure. e. Store products that are subject to damage by the elements, under cover in a weather tight enclosure above ground, with ventilation adequate to prevent condensation. 2. PRODUCTS A. PRODUCT OPTIONS 1. Provide products that comply with the Contract Documents, are undamaged, and are new at the time of installation. 2. Provide products complete with accessories, trim, finish, and other devices and components needed for a complete installation and the intended use and effect. B. Select products to comply with all of the following that are applicable: 1. Where only a single product or manufacturer is named, provide the item indicated. No substitutions will be permitted. 2. Where two or more products or manufacturers are named, provide one of the items indicated. No substitutions will be permitted. Noell Residence 13406 9/6/13 01600 PRODUCT REQUIREMENTS Page 2 of 2 3. Where products or manufacturers are specified by name, accompanied by the term "available products" or "available manufacturers," provide one of the named items or comply with provisions for "comparable product" to obtain approval for use of an unnamed product or manufacturer. 4. Where a single product is named as the "basis-of-design" together with the names of other manufacturers, provide the named product or comply with provisions for "comparable product submittal" to obtain approval for use of a product of one of the other named manufacturers. 5. Where a single product is named as the "basis-of-design" and no other manufacturers are named, provide the named product or comply with provisions for "comparable product submittal" to obtain approval for use of a product of another manufacturer. 6. Where a product is described with required characteristics, provide a product that complies with those characteristics. 7. Where compliance with performance requirements is specified, provide products that comply and are recommended in writing by the manufacturer for the application. 8. Where compliance with codes, regulations, or standards, is specified, select a product that complies with the codes, regulations, or standards referenced. C. Unless otherwise indicated, Owner or Owner’s Representative will select color, pattern, and texture of each product from manufacturer's full range of options that includes both standard and premium items. 3. EXECUTION (Not Applicable) END OF SECTION 01600 Noell Residence 13406 9/6/13 01731 EXECUTION AND CLOSEOUT Page 1 of 2 SECTION 01731 – EXECUTION AND CLOSEOUT REQUIREMENTS 1. GENERAL A. CLOSEOUT SUBMITTALS 1. Record Drawings: Maintain a set of the Contract Drawings as Record Drawings. Mark to show installation that varies from the Work originally shown. 2. Operation and Maintenance Data: Organize data into three-ring binders with identification on front and spine of each binder and pocket folders for folded sheet information. . Include the following: (a) Manufacturer's operation and maintenance brochures (b) Emergency instructions (c) Spare parts list (d) Wiring diagrams (e) Copies of warranties 2. PRODUCTS (Not Applicable) 3. EXECUTION A. EXAMINATION AND PREPARATION 1. Examine substrates and conditions for compliance with manufacturer's written requirements including, but not limited to, surfaces that are sound, level, plumb, smooth, clean, and free of deleterious substances; substrates within installation tolerances; and application conditions within environmental limits. Proceed with installation only after unsatisfactory conditions have been corrected. 2. Verify layout information shown on Drawings, in relation to property survey and existing benchmarks, before laying out the Work. 3. Prepare substrates and adjoining surfaces according to manufacturer's written instructions, including, but not limited to, filler and primer application. 4. Take field measurements as required to fit the Work properly. Where fabricated products are to be fitted to other construction, verify dimensions by field measurement before fabricating and, when possible, allow for fitting and trimming during installation. B. CUTTING AND PATCHING 1. Do not cut structural members or operational elements without prior written approval of Structural Engineer. C. INSTALLATION 1. Comply with manufacturer's written instructions for installation. Anchor each product securely in place, accurately located and aligned. Clean exposed surfaces and protect from damage. If applicable, prepare surfaces for field finishing. 2. Clean Project site and work areas daily, including common areas. D. FINAL CLEANING 1. Clean each surface or item as follows before requesting inspection for certification of Substantial Completion: (a) Remove labels that are not permanent. (b) Clean exposed finishes to a dust-free condition, free of stains, films, and foreign substances. Leave concrete floors broom clean. (c) Wipe surfaces of mechanical and electrical equipment. Remove excess lubrication. Clean plumbing fixtures. (d) Clean the site. Sweep paved areas; remove stains, spills, and foreign deposits. Rake grounds to a smooth, even-textured surface. E. CLOSEOUT PROCEDURES 1. Substantial Completion: Before requesting Substantial Completion inspection, complete the following: (a) Advise Owner of pending insurance changeover requirements. (b) Submit specific warranties, maintenance agreements, and similar documents. (c) Submit Record Drawings, operation and maintenance manuals, property surveys, and similar final record information. Noell Residence 13406 9/6/13 01731 EXECUTION AND CLOSEOUT Page 2 of 2 (d) Deliver tools, spare parts, extra materials, and similar items. (e) Complete startup testing of systems and instruction of operation and maintenance personnel. (f) Remove temporary facilities and controls. (g) Complete final cleaning requirements, including touchup painting. (h) Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects. 2. On receipt of a request for inspection, Owner’s Representative will proceed with inspection or advise Contractor of unfulfilled requirements. Owner’s Representative will prepare the Certificate of Substantial Completion after inspection or advise Contractor of items that must be completed or corrected before the certificate will be issued. 3. Request inspection for certification of Final Completion, once the following are complete: (a) Submit a copy of Substantial Completion inspection list stating that each item has been completed or otherwise resolved for acceptance. (b) Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems. 4. Owner’s Representative will reinspect the Work on receipt of notice that the Work has been completed. (a) On completion of reinspection, Owner’s Representative will prepare a final Certificate for Payment. If the Work is incomplete, Owner’s Representative will advise Contractor of the Work that is incomplete or obligations that have not yet been fulfilled. F. DEMONSTRATION AND TRAINING 1. Provide experienced instructors for each piece of equipment that requires operation and maintenance to provide instruction to Owner's personnel. Include a detailed review of the following: (a) Include instruction for system design and operational philosophy, review of documentation, operations, adjustments, troubleshooting, maintenance, and repair. END OF SECTION 01700 Noell Residence 13406 9/6/13 02110 SITE CLEARING Page 1 of 1 SECTION 02110 – SITE CLEARING 1. GENERAL A. SECTION INCLUDES 1) Clearing and Grubbing 2) Topsoil Stripping, Stockpiling and Replacement B. RELATED SECTIONS 1) Section 02200 – Earthworks C. REFERENCES 1) Colorado Department of Transportation (CDOT), Standard Specifications for Road and Bridge Construction (latest edition). 2) Town of Vail’s Use Regulations. 3) OSHA – Occupational Safety and Health Act D. SUBMITTALS 1) Contractor shall submit the seed and fertilizer mix proposed for use on the temporary stockpiles for approval prior to application. 2. PRODUCTS A. MULCH AND BALES 1) Straw shall consist of straw of oats, barley, wheat or rye that does not contain noxious weed seed. Old, dry straw that breaks instead of bending during the crimping process will not be accepted as mulch. 2) Hay shall consist of good, clean field or marsh hay that does not contain noxious weed seed. 3) Straw or hay in such an advanced state of decomposition as to smother or retard the normal growth of grass will not be accepted as mulch. B. SEED AND FERTILIZER 1) See landscape plans and specifications 3. EXECUTION A. CLEARING 1) Protect trees, plant growth, and features designated to remain. 2) Identify, locate (including depth) and stake or flag existing, known utilities. 3) Install erosion and sediment control measures to the greatest extent practicable before beginning site clearing and grading. 4) Clear affected areas of site of large rocks, stumps, vegetation, debris, rubbish, frozen earth, structures, and other unsuitable materials to a depth of at least 12 inches below subgrade. Grub out roots. 5) Remove trees and shrubs, except those designated to remain. 6) Apply approved herbicide to remaining roots or plant life to inhibit growth. 7) Remove debris, large rocks, excess topsoil and extracted plant life to a suitable disposal area. Locating suitable disposal areas shall be the responsibility of the Contractor. B. TOPSOIL 1) Strip and stockpile topsoil separately. 2) Protect topsoil stockpile slopes against erosion with mulch, seed, Sediment Stop or silt fences, as required. 3) Place silt fence, anchored hay or straw bales or Sediment Stop at or near the toe of stockpiles. 4) Re-place topsoil in areas to be landscaped or re-vegetated. 5) Prior to any re-vegetation activity, the soil shall be tilled to provide 2 to 4 inches of loose surface. END OF SECTION Noell Residence 13406 9/6/13 02200 EARTHWORK Page 1 of 5 SECTION 02200 – EARTHWORKS 1. GENERAL A. SECTION INCLUDES 1) Excavation 2) Dewatering 3) Construction of fills and embankment 4) Preparation of subgrades, subbases and bases B. RELATED SECTIONS 1) Section 02110 – Site Clearing 2) Trenching and Backfilling – see Civil Engineering drawings and specifications 3) Sewer and Drainage Systems – see Civil Engineering drawings and specifications 4) Subdrainage System – see Civil Engineering drawings and specifications 5) Landscaping - see Landscape drawings and specifications 6) Revegitation – see Landscape drawings and specifications C. REFERENCES 1) OSHA – Occupational Safety and Health Act 2) Colorado Department of Transportation (CDOT), Standard Specifications for Road and Bridge Construction (latest edition) 3) Soil Study, Geotechnical Recommendations – Hepworth Pawlak Geotechnical Subsoil Study, dated April 15, 2013. See attached. 4) Town of Vail’s Use Regulations D. SUBMITTALS 1) Geotechnical Data a. Laboratory analysis of each soil material proposed for fill b. One optimum moisture-maximum density curve for each type of fill c. In-place density test results 2) Manufacturer’s data and warranty for permanent erosion control fabrics. 3) Dewatering Plan, if required. E. QUALITY ASSURANCE 1) In the event that a conflict between any provision of these specifications and any reference specification should arise, the most stringent provision shall apply. 2) Compaction Standard: Standard Proctor Density ASTM D698 or D 1557 as is appropriate for soil classification: a. ASTM D 968 – Standard Proctor: Silts and Clays b. ASTM D 1557 – Modified Proctor: Sands and Gravels 3) Perform work in accordance with CDOT Standards 4) Comply with all requirements of Occupational Safety and Health Act (OSHA). Safety is the sole responsibility of the Contractor. 5) Perform site and foundation work in accordance with the subsoil and foundation investigation by Hepworth Pawlak Geotechnical Subsoil Study, dated April 15, 2013. See attached. 2. PRODUCTS A. FILL AND EMBANKMENT MATERIAL 1) Materials for earthworks shall consist of approved material acquired from excavation or a borrow location. 2) Materials shall be free from frozen lumps, brush, stumps, logs, roots, debris, and organic and other deleterious materials. 3) Materials shall be free from rocks greater than eight inches in maximum dimension. 4) Larger rocks may be allowed only when approved by the Geotechnical Engineer. If allowed, distribute rocks and stones through the fill in a manner that will not to interfere with compaction. 5) No rocks greater than eight inches shall be placed in the upper eighteen inches of fill or embankment. 6) Fill and embankment material to be approved by Geotechnical Engineer. 7) Cost for all fill and embankment material shall be included in Contractor’s bid. B. GRANULAR BEDDING MATERIAL 1) CDOT Bed Course Material Noell Residence 13406 9/6/13 02200 EARTHWORK Page 2 of 5 C. ROAD BASE/SURFACE 1) CDOT Class 6 Road Base 2) CDOT Class 3 Subbase with the following modifications: a. Percentage passing the 6 inch sieve shall be 100. b. Percentage passing the No. 4 sieve shall be 30-65. c. Percentage passing the No. 200 sieve shall be 3-15. d. Crushed, reclaimed concrete or asphalt materials shall not be acceptable. D. STRUCTURE BACKFILL 1) CDOT Class 1 Structure Backfill or as otherwise specified on the plans. E. TOPSOIL 1) Approved material salvaged from on-site and stockpiled. 2) Material to be free of trash, subsoil, roots, grass, weeds or stones larger than two inches in their largest dimension. F. WATER 1) It is the contractor’s responsibility to obtain water from a suitable, available source. G. SEED MIX 1) Acceptable seed and fertilizer mix in accordance with the Landscape Plans and specifications. H. EROSION CONTROL FABRICS 1) North American Green, or approved equal, as specified on the drawings. 3. EXECUTION A. GENERAL 1) Perform work in a safe and proper manner with appropriate precautions against hazardous conditions. 2) Provide adequate working space and clearances for work performed within excavations. 3) Contractor will be responsible for scheduling all surveying and materials testing. All such work shall be performed at the expense of the Contractor. 4) Excavations and embankments shall be finished to smooth and uniform surfaces. 5) Operations shall be conducted so material outside construction limits will not be disturbed. 6) The tops of cut, fill and embankment slopes shall be flattened and rounded. 7) Cut and fill slopes shall not exceed 3:1 unless permitted, in writing, by the Geotechnical Engineer and the County. 8) Slope sides of excavations to comply with all applicable codes and standards. If space limitations require, use shoring and/or brace excavations to comply. Maintain slopes, shoring and/or bracing in a safe condition until removal and backfill. 9) The Contractor shall control dust caused by his operations. The cost of dust suppression is considered incidental to the work. It will not be paid for as a separate item. Dust control shall extend beyond the site limits to include roads adjacent to driveways/roads entering and/or exiting the site. Clean-up of mud and dirt on these adjacent facilities shall be provided by the contractor as necessary at his expense. B. PREPARATION 1) Before beginning any excavation, the Contractor shall call for utility locates. 2) The Contractor shall use extreme caution in performing the work to avoid damaging existing utilities. 3) Damage to existing utilities shall be repaired at the Contractor’s expense, in accordance with the requirements of the affected utility provider. 4) Any pot holing or test holes required to locate existing utilities or utility crossings shall be dug by the Contractor at his expense. C. EXCAVATION 1) Unclassified Excavation: All excavation (other than rock) is hereby defined as unclassified. Unclassified excavation consists of removal of all material encountered, regardless of soil type. 2) Rock excavation shall consist of igneous, metamorphic and sedimentary rock that cannot be excavated or removed without blasting. 3) Excavate to the lines and grades indicated on the drawings. 4) Perform excavation in a manner to provide proper and adequate drainage of surface and ground water from work areas. 5) If seepage is encountered in excavations, the Geotechnical Engineer shall be notified immediately. The Geotechnical Engineer will evaluate whether additional stabilization measures are required. However, safety on the job site remains the sole responsibility of the Contractor. Noell Residence 13406 9/6/13 02200 EARTHWORK Page 3 of 5 6) All unsuitable materials, including rocks and boulders, that cannot be used in backfill and embankment shall be disposed of in approved areas on site, if available, or off site, at the expense of the Contractor. 7) Excavations shall provide adequate working space and clearances for the work to be performed. In no case shall excavation faces be undercut. 8) If, through error, excavations are carried deeper that required, fill excess depth with suitable compacted fill or concrete, as directed by the Geotechnical Engineer. 9) If debris, soft spots or excessively moist areas are found at the bottom of any excavation, immediately report the condition to the Geotechnical Engineer. 10) Cost for exporting materials from the site shall be included in the contractor’s bid. 11) See the subsoil and foundation investigation for recommendations beneath foundations, slabs and footings and behind walls. 12) Cut depths shall be limited and cuts sloped to a stable grade in accordance with the recommendations of the Geotechnical Engineer. 13) If bedding planes steeper than 4:1 are encountered dipping into the excavation while excavating bedrock, cuts shall be sloped in accordance with OSHA regulations for Type C soil. 14) For cuts of 20’or less, cuts shall be sloped in accordance with OSHA regulations for Type B soil. For cuts greater than 20’, sloping or benching shall be designed by a registered professional engineer. D. DEWATERING 1) Dewatering equipment shall be provided to remove and dispose of all surface water and groundwater entering excavations, trenches, or other parts of the work. 2) Each excavation shall be kept dry during subgrade preparation and continually thereafter until the structure to be built, the excavation to be backfilled, or the pipe to be installed therein, is completed to the extent that no damage from hydrostatic pressure, flotation, or other cause will result. 3) All excavations for concrete structures or trenches that extend down to or below groundwater shall be dewatered by lowering and keeping the ground water level beneath such excavations. 4) Contractor shall be responsible for the condition of any pipe or conduit which he may use for drainage purposes, and all such pipe or conduit shall be left clean and free of sediment and debris. 5) Surface water shall be diverted or otherwise prevented from entering disturbed areas or excavations to the greatest degree practicable without causing damage to the adjacent property. 6) Dewatering permits must be obtained prior to the start of any such activities. Contractor shall submit a dewatering plan and permit application to the State, as required, and notify engineer 30 days prior to any dewatering. E. SHEETING AND SHORING 1) Provide proper and substantial sheeting, shoring, and bracing, as required to prevent caving or sliding, to protect workmen. 2) Safety is the sole responsibility of the Contractor. F. SUBGRADE PREPARATION & STABILIZATION 1) Scarify the ground surface beneath all proposed structures and pavements to a depth of at least twelve inches or as otherwise indicated on the plans. 2) Thoroughly compact (to 95% of the maximum modified proctor) and consolidate properly moistened (near optimum) subgrade for roads, walks, structures and trench bottoms so they remain firm and dense during required construction activities. 3) Remove all mud, muck, organic and other unsuitable materials during excavation. Replace with suitable material. 4) Subgrades which are otherwise solid, but which become soft or mucky on top due to construction operations, shall be reinforced with crushed rock or gravel. 5) Stabilized subgrade shall not be above subgrade elevations indicated on the drawings. 6) Road subgrade will be graded to + or – 0.05 foot of the line and grade indicated on the drawings prior to placement of road subbase. 7) Stabilization work shall be performed by and at the expense of the Contractor. 8) Subgrade shall be compacted as specified and maintained in a smooth compacted condition prior to placement of the subsequent layer. 9) Subgrade surfaces shall be clean and free of loose material of any kind before concrete or pavers are placed thereon. 10) Proof rolling with heavy rubber tired equipment is required to gain approval of the finished subgrade prior to placement of subbase or base. Proof rolling shall be witnessed and approved by the Geotechnical Engineer. Noell Residence 13406 9/6/13 02200 EARTHWORK Page 4 of 5 11) Rutting or other objectionable irregularities shall be corrected prior to placement of subbase or base. G. FILLS AND EMBANKMENT 1) Fills and embankments shall be constructed to lines and grades indicated on the drawings. 2) All, suitable excavated materials shall be used (to the extent practical) in embankments, fills or backfills on site. Unsuitable and excess materials shall be removed from the site and properly disposed of by the Contractor. 3) Backfilling and construction of fills and embankments shall not be done during freezing weather except by permission of the Geotechnical Engineer. No backfill, fill, or embankment materials shall be installed on frozen surfaces, nor shall frozen materials, snow or ice be placed in any backfill, fill, or embankment. 4) All fill material and subbase shall be placed in approximately horizontal layers not to exceed 8 inches in uncompacted thickness. Deeper lifts of fill material may be allowed by the Geotechnical Engineer, based on fill material and compaction equipments, when more than two feet below finished subgrade. 5) Base shall be deposited and spread, without particle segregation, in loose layers not to exceed six inches in depth. 6) Materials deposited in piles by excavating and hauling equipment shall be spread and leveled before compaction. 7) Compact each layer only when material has best practicable uniform moisture content for satisfactory compaction. Geotechnical Engineer to proved best practicable moisture content specifications based on fill material. 8) Contractor shall add water and harrow, disk, blade, or otherwise work the material in each layer as required to ensure uniform moisture content and adequate compaction. 9) Unless otherwise directed by the Geotechnical Engineer, each layer shall be thoroughly compacted by rolling, or other acceptable methods to the specified density as determined by ASTM D698 or ASTM D1557. The moisture content of the material during compaction shall be within 2 percent of optimum moisture as determined by ASTM D698 or ASTM D1557. 10) If the material fails to meet the density or moisture content requirements, the material shall be removed and/or recompacted to obtain the specified density and moisture. 11) No fill or embankment materials shall be placed on any part of the site until the proposed fill materials and the prepared area have been inspected and approved by the Geotechnical Engineer. 12) Contractor is responsible for scheduling compaction testing. Testing shall be performed at the expense of the contractor. 13) Independent compaction testing may be done periodically at intervals deemed appropriate by the Architect. These tests are intended to provide the Owner a greater degree of assurance that the Contractor is complying with the compaction requirements. These tests are in no way to be construed as a guarantee by the Architect of the Contractor’s contractual obligation. 14) No fill or backfill shall be deposited or compacted in water. 15) After preparation of the fill site, the subgrade shall be leveled and rolled to the following minimum percentage of maximum dry density as determined by ASTM D 698 or ASTM D 1557: a. Roadway and Structure Areas 95% b. Under Slabs 95% c. Channels, swales, ditches and ponds 90% d. General Overlot Landscape Fill Areas 90% e. Granular Bedding 95% f. Behind and Adjacent to Retaining Walls 90-95% 16) Place backfill material evenly on all sides of structures to required elevations. Place backfill uniformly along the full length of each structure. 17) Fills and embankments placed on slopes steeper than 4:1 shall be continuously benched as the work is brought up in layers. H. FINAL GRADING 1) After completion of all subsurface work and backfilling, the site shall be brought to grade at the indicated elevations, slopes, and contours. 2) All cuts, fills, embankments, and other areas disturbed or damaged by construction operations shall be surfaced with topsoil to a depth of at least 6 inches unless otherwise specified. 3) Use of graders or other power equipment will be permitted for final grading provided the result is uniform and equivalent to hand work. 4) All surfaces shall be graded in accordance with the Soil Study and the Plans to ensure effective drainage. Noell Residence 13406 9/6/13 02200 EARTHWORK Page 5 of 5 5) Unless otherwise indicated, a slope of at least ten percent in the first 10 feet and three percent thereafter shall be provided on vegetated areas and a slope of at least three percent shall be provided on paved areas. 6) Road subbase will be graded to + or – 0.05 foot prior to placement of base. 7) Road base shall be graded to + or – 0.05 foot prior to paving. 8) Subbase and base shall be placed to the thicknesses specified, compacted as specified and maintained in a smooth compacted condition prior to placement of each subsequent layer. 9) Final surfaces shall be smooth, even and free from clods and stones larger than 2” in greatest dimension, weeds, brush and other debris. I. SETTLEMENT 1) The Contractor shall be responsible for all settlement of backfill, fills, and embankments that occur within two years of final completion of the work. 2) The Contractor shall repair or replace any areas of settlement or failure within thirty (30) days after notice by Owner’s Representative or Owner. J. PERMANENT EROSION CONTROL FABRICS 1) Install fabrics of the type and in the location shown on the drawings in accordance with manufacturer’s recommendations. K. FIELD QUALITY CONTROL 1) Each subgrade and each fill, embankment and backfill layer shall be tested for required density. Contractor shall not proceed until the test results for previously completed work verify compliance with requirements. 2) In-place density tests may be performed by the nuclear method in accordance to ASTM D2922. Moisture content shall be tested in accordance to ASTM D3017. 3) If the results of the testing of the contractor’s work are satisfactory, the Geotechnical Engineer may reduce the frequency of tests. END OF SECTION Noell Residence 13406 9/6/13 02780 UNIT PAVERS Page 1 of 2 SECTION 02780 - UNIT PAVERS PART 1 - GENERAL 1.1 SECTION REQUIREMENTS A. Submittals: Samples for selecting unit pavers. PART 2 - PRODUCTS 2.1 UNIT PAVERS A. Concrete Pavers: Solid, interlocking paving units, ASTM C 936, made from normal-weight aggregates. 1. Manufacturers: a. Venetian Stone Heritage Series, 267T (Med. Rec & Sq Combo.), 269T (Lg. Rec.), 270T (lg. Rec.), Three Tone Brown, by Pavestone www.pavestone.com , LLC or equivalent. 2.2 AGGREGATE SETTING-BED MATERIALS A. Geotextile: Woven or nonwoven polyester or polypropylene. 1. Manufacturers: a. per manufactures recommendations B. Sand for Leveling Course: ASTM C 33, fine aggregate. C. Sand for Joints: Fine, sharp, washed sand or crushed stone with 100 percent passing the No. 16 (1.18-mm) sieve and no more than 10 percent passing the No. 200 (0.075-mm) sieve. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Proof-roll prepared subgrade surface and correct deficiencies before installing unit pavers. B. Cut unit pavers with masonry saw or block splitter. C. Tolerances: Do not exceed 1/16-inch (1.5-mm) unit-to-unit offset (lippage) nor 1/4 inch in 10 feet (6 mm in 3 m) from level or indicated slope. 3.2 AGGREGATE SETTING-BED PAVER INSTALLATION Noell Residence 13406 9/6/13 02780 UNIT PAVERS Page 2 of 2 A. Set pavers with a minimum joint width of 1/16 inch (1.5 mm) and a maximum of 1/8 inch (3 mm). If pavers have spacer bars, place pavers hand-tight against spacer bars. B. Vibrate pavers into leveling course with at least 3 passes of a low-amplitude plate vibrator capable of a 3500- to 5000-lbf (16- to 22-kN) compaction force at 80 to 90 Hz. C. Spread dry sand and fill joints immediately after vibrating pavers into leveling course. Vibrate pavers and add sand until joints are completely filled, then remove excess sand. D. Repeat joint-filling process 30 days later. END OF SECTION 02780 Noell Residence 13406 9/6/13 04860 STONE VENEER ASSEMBLIES Page 1 of 2 SECTION 04860 - STONE VENEER ASSEMBLIES 1. GENERAL A. SECTION REQUIREMENTS 1. Submittals: Samples for stone. 2. Construct a sample wall panel approximately 72x72 inches to demonstrate aesthetic effects and set quality standards for materials and execution. 3. Do not use frozen materials or materials mixed or coated with ice or frost. Do not build on frozen subgrade or setting beds. Comply with cold-weather construction requirements contained in Section 2104.3 of the Uniform Building Code. 2. PRODUCTS A. STONE 1. (ST-1) (stone type 1) (a) COLORADO MOSS ROCK (i) Vertical veneer: 5” thickness (ii) Selected areas require a back cut to 1 ½” per details 2. (ST-2) (stone type 2) (a) NOT USED 3. (ST-3) (stone type 3) (a) COLORADO BUFF SANDSTONE (b) see SECTION 09638 STONE PAVING AND FLOORING 4. (ST-4) (stone type 4) (a) COLORADO BUFF SANDSTONE (i) Cut stone caps: 4” thickness (unless noted otherwise), snapped edges (ii) Selected areas require a back cut to 1 ½” per details B. MORTAR 1. Mortar for Stone Masonry Veneer: ASTM C 270, Proportion Specification, and Type S for setting stone. 2. Masonry Cement: As recommended by contractor for a professional application. C. STONE MASONRY-VENEER ANCHORS 1. Adjustable Veneer Anchors: Two-piece adjustable masonry veneer anchors that allow vertical or horizontal adjustment but resist tension and compression forces perpendicular to plane of wall, for attachment over sheathing to studs, and acceptable to authorities having jurisdiction. 2. As recommended by contractor for a professional application D. EMBEDDED FLASHING MATERIALS 1. Sheet Metal Flashing: per specification section 07620 SHEET METAL FLASHING AND TRIM E. MISCELLANEOUS MATERIALS 1. Weep Holes: Round polyethylene-tubing, 3/8-inch OD. 2. Acidic Masonry Cleaner: (a) As recommended by contractor for a professional application. F. STONE FABRICATION 1. Type of Masonry (Pattern): dry stack look 2. Finish: Natural cleft. 3. EXECUTION A. SETTING STONE MASONRY VENEER, GENERAL 1. Accurately mark stud centerlines on face of building paper or building wrap before beginning stone installation. 2. Execute stone masonry veneer by skilled masons experienced with the kind and form of stone and installation method indicated. Arrange stones for good fit, in pattern indicated. 3. Maintain uniform joint widths of 3/16 inch to 1/4 inch 4. Install concealed flashing and weep holes at shelf angles, lintels, ledges, and similar obstructions to downward flow of water. B. INSTALLING ANCHORED STONE MASONRY VENEER 1. The following are to be battered stone, with a min. battering of 1/2” per vertical foot. (a) per architectural drawings and details Noell Residence 13406 9/6/13 04860 STONE VENEER ASSEMBLIES Page 2 of 2 2. Set stone in full bed of mortar with full head joints. Build veneer anchors into mortar joints, as stone is set. 3. Embed veneer anchors in mortar joints to within 1-1/2 inches of face. 4. Space veneer anchors as indicated, but not more than 16 inches o.c. vertically and 18 inches o.c. horizontally. Install additional veneer anchors within 12 inches of openings and at intervals around perimeter not exceeding 12 inches. 5. Provide 1-inch air space between stone masonry veneer and back-up construction, unless otherwise indicated. Keep air space free of mortar droppings and debris. 6. Rake out joints for a dry stack appearance. C. CLEANING 1. Clean masonry as work progresses. Remove mortar fins and smears before tooling joints. 2. Final Cleaning: After mortar is thoroughly cured, remove large mortar particles, scrub, and rinse stone masonry veneer. 3. Wet wall surfaces with water before applying acidic cleaner, and then remove cleaner promptly by rinsing thoroughly with clear water. END OF SECTION 04860 Noell Residence 13406 9/6/13 05525 ARCHITECTURAL METALS Page 1 of 1 SECTION 05525 – ARCHITECTURAL METALS 1. GENERAL A. SECTION REQUIREMENTS 1) Submittals: Shop drawings, samples, and product data and manufacturer's standard finish samples showing the full range of finishes available for factory-applied finishes. 2) Structural Performance: Provide handrails and railings capable of withstanding structural loads required by ASCE 7. 2. PRODUCTS A. METALS 1) Steel Plates, Shapes, and Bars: ASTM A 36/A 36M. 2) Steel Pipe: ASTM A 53, Schedule 40. 3) Steel Tube: ASTM A 500. 4) Brackets, Flanges, and Anchors: formed metal of same type of material and finish as supported rails, unless otherwise indicated. B. OTHER MATERIALS 1) Nonshrink, Nonmetallic Grout: ASTM C 1107; recommended by manufacturer for exterior applications. C. RAILING SYSTEMS (pool stair, main deck, office deck) 1) per architectural drawings and details D. AUTO COURT GATES 1) strapping, hinges, and clasp per architectural drawings and details E. FIREPIT 1) bottom plate per architectural drawings and details F. HOLLOW METAL DOOR FRAMES 1) For door EEE & door GGG G. LINTELS AND MISC. SUPPORTS 1) Per Architectural and Structural drawings H. FABRICATION 1) Assemble railing systems in shop to the greatest extent possible. Use connections that maintain structural value of joined pieces. 2) Fabricate railing systems and handrails for connecting members by welding. a. Weld corners and seams continuously. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. At exposed connections, finish welds and surfaces smooth with contour of welded surface matching those adjacent. 3) Provide manufacturer's standard wall brackets, flanges, miscellaneous fittings, and anchors to connect handrail and railing members to other construction. 4) Provide wall returns at ends of wall-mounted handrails. 5) Fabricate loose lintels from steel angles and shapes. Size to provide bearing length at each side of openings equal to one-twelfth of clear span, but not less than 8 inches. 6) Fabricate structural-steel door frames from structural shapes and bars fully welded together, with 5/8-by-1-1/2- inch steel channel stops. Plug-weld built-up members and continuously weld exposed joints. a. Provide steel strap anchors, 1/8-by-2 inches with 8-inch embedment, welded to jambs 12 inches from bottom and head and spaced 30 inches apart. I. FINISHES 1) Railing system and gate hardware: thermoset epoxy powder coating. a. color: black 2) All others: per SPECIFICATION SECTION 09910 PAINTING 3. EXECUTION A. INSTALLATION 1) Perform cutting, drilling, and fitting required for installing miscellaneous metal fabrications. Set metal fabrication accurately in location, alignment, and elevation; with edges and surfaces level, plumb, true, and free of rack. 2) Fit exposed connections accurately together to form tight, hairline joints. 3) Set handrails and railings accurately in location, alignment, and elevation and free from rack. 4) Attach handrails to wall with wall brackets. END OF SECTION 05525 Noell Residence 13406 9/6/13 06401 EXTERIOR ARCHITETURAL WOODWORK Page 1 of 2 SECTION 06401 - EXTERIOR ARCHITECTURAL WOODWORK PART 1 - GENERAL 1.1 SECTION REQUIREMENTS A. Submittals: Shop Drawings. B. Quality Standard: Architectural Woodwork Institute's "Architectural Woodwork Quality Standards." PART 2 - PRODUCTS 2.1 MATERIALS A. Hardboard: AHA A135.4. B. Lumber: DOC PS 20 and grading rules of inspection agencies certified by American Lumber Standards Committee Board of Review. C. Preservative Treatment: Comply with NWWDA I.S.4 for items indicated to receive water-repellent preservative treatment. D. Fasteners for Exterior Woodwork: hot-dip galvanized steel. 2.2 EXTERIOR WOODWORK A. Complete fabrication before shipping to Project site to maximum extent possible. Disassemble only as needed for shipping and installing. Where necessary for fitting at Project site, provide for scribing and trimming. B. Backout or groove backs of flat trim members, and kerf backs of other wide, flat members, except for members with ends exposed in finished Work. C. Shop seal woodwork for transparent finish with stain, other required pretreatments, and first coat of specified finish. D. Backprime with one coat of sealer compatible with finish; two coats on items installed over concrete or masonry. E. Exterior Standing and Running Trim: wire brushed, select knotty grade, kiln dried, western red cedar, to include but not limited to: 1. 2x, 3x: fascia, fascia trim, eave and rake trim, siding corner, door, window, belt band, base trim, louver and misc. trim boards F. Timbers: wire brushed, select structural, kiln dried, douglas fir, to include but not limited to: 1. 4x, 6x, 8x, 10x rafters, faux rafters, trusses, knee braces, columns and beams, etc. See drawings and details for sizes and locations. 2. All connections are to be plugged and finished. G. Lumber Siding: wire brushed; select knotty grade, kiln dried, western red cedar. Noell Residence 13406 9/6/13 06401 EXTERIOR ARCHITETURAL WOODWORK Page 2 of 2 1. Vertical Siding: board on board siding, 1x8 on 1x4 H. Lumber soffits: wire brushed, select knotty grade, kiln dried, western red cedar 1. 1 x 6, v-grove edged T&G I. Lumber Decking: S4S, select structural grade, kiln dried, douglas fir 1. 4 x 10 with 1/4” gap 2. All connections are to be concealed or plugged and finished. J. Railings: S4S, select structural grade, kiln dried, western red cedar 1. Top rail to be lightly sanded to eliminate splinters 2. All connections are to be concealed or plugged and finished. 3. See plans and details for design intent PART 3 - EXECUTION 3.1 INSTALLATION A. Install woodwork to comply with AWI Section 1700 for grade specified. B. Install woodwork level, plumb, true, and straight. Shim as required with concealed shims. Install to a tolerance of 1/8 inch in 96 inches for level and plumb. C. Scribe and cut woodwork to fit adjoining work, seal cut surfaces, and repair damaged finish at cuts. D. Install trim with minimum number of joints possible, using full-length pieces to greatest extent possible. Stagger joints in adjacent and related members. END OF SECTION 06401 Noell Residence 13406 9/6/13 07110 DAMPPROOFING Page 1 of 1 SECTION 07110 – DAMPPROOFING SYSTEM 1. GENERAL A. SECTION REQUIREMENTS 1. Submittals: none required 2. PRODUCTS A. DAMPPROOFING SYSTEM (WP-1) 1. TUFF-N-DRI, Koch Waterproofing Solution, Inc. Or Equivalent B. Bituminous Dampproofing 1. Hot-Applied Asphalt Dampproofing: ASTM D 449, Type I. C. Filter Fabric, drainage blanket, & protection board below grade only. 3. EXECUTION A. INSTALLATION 1. Comply with manufacturer's written recommendations unless more stringent requirements are indicated or required by Project conditions to ensure satisfactory performance of dampproofing. 2. Clean substrates of projections and substances detrimental to work; fill voids, seal joints, and apply bond breakers if any, as recommended by prime material manufacturer. 3. Select applicable locations from three paragraphs below. 4. Apply dampproofing to footings and foundation walls where opposite side of wall faces building interior. Apply from finished-grade line to top of footing; extend over top of footing, and down a minimum of 6 inches over outside face of footing. 5. Install flashings at corners, changes in plane, construction joints, and cracks, by embedding an 8-inch- wide strip of asphalt-coated glass fabric in a heavy coat of dampproofing. Dampproofing coat required for embedding fabric is in addition to other coats required. 6. Provide hot-applied asphalt dampproofing. Prime masonry and other porous substrates. Apply one coat by mopping or spraying. END OF SECTION 07110 Noell Residence 13406 9/6/13 07130 SHEET WATERPROOFING Page 1 of 1 SECTION 07130 – SHEET WATERPROOFING SYSTEM 1. GENERAL A. SECTION REQUIREMENTS 1. Submit Product Data. 2. Installer shall be certified by waterproofing manufacturer. 2. PRODUCTS A. WATERPROOFING MATERIALS 1. (WP-1) see SECTION 07110 – DAMPPROOFING SYSTEM 2. (WP-2) Procor Composite Waterproofing System, by W. R. Grace & Co., or equivalent. (a) Fluid Applied membrane: Procor 75 (b) Composite Membrane: high density polyethylene (c) Prefabricated Drainage Composite: Hydroduct 220 (d) Accessories as required for a complete and professional product per manufactures’ recommendations: (i) Concrete Sealer: Procor concrete sealer (ii) Composite Sheet Lap Sealing (iii) Waterstop: Adcor (iv) Bituthene Liquid membrane 3. (WP-3) Procor Deck System 3R, by W. R. Grace & Co. or equivalent. (a) Fluid Applied membrane: Procor 75 (sprayable), Procor 10 (pourable), and/or Procor 20 (trowel grade) as recommended (b) Procor Reinforcement Mesh: high density polyethylene (c) Prefabricated Drainage Composite: Hydroduct 660 (d) Accessories as required for a complete and professional product per manufactures’ recommendations: (i) Concrete Sealer: Procor concrete sealer (ii) Geotextile fabric (iii) Composite Sheet Lap Sealing (iv) Waterstop: Adcor (v) Bituthene Liquid membrane 4. (WP-4) Grace Ice and Water Shield, by W. R. Grace & Co. or equivalent. 5. (WP-5) Ultra, by W. R. Grace & Co. or equivalent. 6. Auxiliary Materials: Include all manufactures recommended materials for complete installation where necessary to include but not limited to: Primer, sheet flashing, liquid membrane, patching membrane, and liquid mastics 3. EXECUTION A. INSTALLATION 1. Install WP-2 or WP-3 on all roof / wall intersections a minimum of 24 inch up vertical surface. 2. Integrate WP-3 with sill flashings at all door locations. 3. Install WP-2 on all walls at grade. Utilize a 36-inch roll and overlap WP-1 by 12 inches, and seal. 4. Clean, prepare, and treat substrate. Rout and fill joints and cracks in substrate. 5. Prepare, prime, and treat inside and outside corners, terminations, penetrations, drains, and protrusions. 6. Prime substrate and allow to dry. 7. Apply and firmly adhere self-adhering composite sheet. Accurately align sheets and maintain uniform laps. Overlap and seal seams and stagger end laps a minimum of 3 inches to ensure watertightness. 8. Run membrane a minimum of 24 inches up any vertical surface at intersections of sloped roof and vertical walls, concrete foundation walls and exterior wood framed walls, sloped decks and vertical exterior walls. 9. Repair and patch tears, voids, and lapped seams in waterproofing. Slit and flatten fishmouths and blisters. 10. Install protection course over waterproofing membrane using tape or adhesive. 11. Place and secure drainage panels to substrate without penetrating waterproofing. Lap edges and ends of geotextile. 12. Protect waterproofing from damage and wear during application and remainder of construction period. END OF SECTION 07131 Noell Residence 13406 9/6/13 07210 BUILDING INSULATION Page 1 of 1 SECTION 07210 - BUILDING INSULATION AND AIR VAPOR BARRIER 1. GENERAL A. Section requirements 1) Submittals: Product Data B. Surface-Burning Characteristics: ASTM E 84, and as follows: 1) Flame-Spread Index: 25 or less where exposed; otherwise 75 or less, and Smoke-developed Index: of 450 or less. 2. PRODUCTS A. Insulation Products 1) Mineral-Fiber-Blanket Insulation: ASTM C 665, Type III, Class A, foil-scrim-kraft, foil-scrim, or foil- scrim-polyethylene vapor-retarder membrane on one face with fibers manufactured from glass, slag wool, or rock wool, with flame-spread index of 25 or less. 2) Polyurethane Foam: a. Type: Two component, plastic resin and catalyst, cold setting foam using EPA-approved, non-ozone- depleting blowing agent. b. Nominal core density: Minimum 2.7 PCF, tested to ASTM D1622. c. Fire hazard classification: Maximum flame spread rating of 75, tested to ASTM E84. d. Compressive strength parallel to rise: Minimum 40 PSI, tested to ASTM D1621. 3) Rigid board Insulation: Extruded Polystyrene Rigid Foam Insulation by Owens Corning or equivalent 4) Tapered Board Insulation: Extruded Polystyrene Rigid Foam Insulation by Owens Corning or equivalent a. Tapered 1/8” per foot. 5) High Compression Board insulation: 2”, Foamular 1000 Extruded Polystyrene (XPS) Rigid Foam Insulation by Owens Corning or equivalent 6) Air Vapor Barrier: Tyvek Home Wrap, by Dupont, or equivalent 3. EXECUTION A. All below grade foundation walls, at the crawl space, on warm side of foundation. 1) See section 07110 DAMP PROOFING B. All exterior walls (except above) 1) R-23: Polyurethane Foam 2) Air Vapor Barrier: Tyvek Home Wrap, by Dupont or equivalent. C. All Roof or flat ceilings. 1) R-50: Polyurethane Foam D. All Floors at Crawl space. 1) R-30: Mineral Fiber Batt Insulation E. Interior partition walls and suspended floors, to create noise separation from: mechanical rooms, laundry rooms, garage, and bed and bathroom suites (vertical spaces only for Bedroom and Bathroom suites). 1) R-11: Mineral-Fiber-Blanket Insulation: F. Pool and raised decks 1) Tapered Polystyrene Board Insulation G. Auto Court 1) R-10 High Compression Board Insulation H. Slab on Grade 1) 2” (R-10) Rigid Insulation within 4’ of downhill side 2) 1” (R-5) rigid insulation at slab edge END OF SECTION 07210 Noell Residence 13406 9/6/13 07310 SYNTHETIC SHAKE SHINGLES Page 1 of 3 SECTION 07310 – SYNTHETIC SHAKE SHINGLES 1. GENERAL A. SECTION REQUIREMENTS 1) Provide and install synthetic shake shingles, underlayment, flashings, fasteners, and accessories, in a professional and workman like manner, in conformance with product manufactures recommendation, for a complete and water tight installation. 2) Submittals: product date and samples. B. RELATED SECTIONS 1) Section 07130 – COMPOSITE SHEET WATERPROOFING 2) Section 07620 – FLASHING AND SHEET METAL 3) Section 07720 – ROOF ACCESSORIES C. REFERENCES 1) ASTM E 108 (UL 790) - Standard Test Methods for Fire Tests of Roof Coverings. 2) ASTM G 21 - Standard Practice for Determining Resistance of Synthetic Polymeric Materials to Fungi. 3) UL 790 - (Exterior Exposure), Standard Test Methods for Fire Tests of Roof Coverings. 4) UL 997 - Wind Resistance of Prepared Roof Covering Materials. 5) UL 2218 - Impact Resistance of Prepared Roof Covering Materials. 6) International Code Council (ICC): ES Acceptance Criteria AC07 Section 4.9. D. PERFORMANCE REQUIREMENTS 1) Shake roof system to consist of manufactured synthetic shakes attached to structural substrate to form weather tight roof envelope with no measurable water penetration. 2) Method of attachments shall be designed to adequately resist wind uplift for roof configuration and project location. E. QUALITY ASSURANCE 1) Manufacturer Qualifications: Company specializing in manufacturer of synthetic shingles. 2) Installer Qualifications: Company specializing in installing shingle roof systems with 3 years minimum experience. F. DELIVERY, STORAGE, AND HANDLING 1) Ship in bundles of shingles. Collate shingles in sequence of widths and colors as required for selected color blend. Bundles shall be assembled such that sorting at job site is not required. 2) Deliver shingles to site in manufacturer's unopened, labeled bundles. Promptly verify quantities and condition. Immediately remove damaged products from site. 3) Store synthetic shake products at temperature between 40 and 120 degrees F. 4) Store and dispose of solvent-based materials, and materials used with solvent-based materials, in accordance with requirements of local authorities having jurisdiction. G. PROJECT CONDITIONS 1) Anticipate and observe environmental conditions (temperature, humidity, and moisture) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits. H. WARRANTY 1) Warranty Requirements: a. Manufacturer's 50 years warranty for shingles against breakage and deterioration that causes leaks under normal weather and use conditions. b. Installer's 2 years total roof system warranty including underlayment, flashings, trim, and other roof components against water penetration. Noell Residence 13406 9/6/13 07310 SYNTHETIC SHAKE SHINGLES Page 2 of 3 2. PRODUCTS A. SHAKE SHINGLES 1) Product: DaVinci Shake as manufactured by DaVinci Roofscapes, LLC, 1413 Osage Ave., Kansas City, KS 66105, (800)DAVINCI, Web: www.davinciroofscapes.com 2) Material: Engineered polymer formulated from 100 percent virgin plastic resins. 3) Profile: Rectangular shape with exposed to view upper surface and edges textured to resemble natural wood shake. Underside formed with reinforcing ribs for added strength and stability. a. Size: (i) Thickness: Varies from 1/4 inch at top to 5/8 inch at bottom. (ii) Length: 22 inches. (iii) Variable widths: 4, 6, 7, 8, and 9 inches to create appearance of random sized natural wood shake. b. Starter Shingle: Provide 12 inches long by 12 inches wide. c. Color: Mountain Blend d. Shingle Pattern: Staggered course appearance. B. FASTENERS: 3/8 inch flat head nails 1-1/2 inches long. 1) Material: Copper, Stainless steel, or Hot-dipped galvanized. 3. EXECUTION A. EXAMINATION 1) Do not begin installation until substrates have been properly prepared. B. PREPARATION 1) Coordinate synthetic shake installation with provision of gutters and downspouts. 2) Inspect roof framing and plywood or OSB substrate. Verify roof is complete, rigid, braced, and deck members are securely fastened. Ensure proper ventilation has been provided for roof space. Do not proceed with roofing until deficiencies are addressed. 3) Verify roof deck is clean, dry, and ready to receive synthetic shake shingles. 4) Remove dirt, loose fasteners, and other protrusions from roof surface. C. INSTALLATION – GENERAL 1) Install shake shingles in accordance with manufacturer's instructions. 2) Accurately layout shingles. Ensure that edges are parallel and perpendicular to roof eaves. 3) Cutting: Layout work to avoid cutting shingles. a. At gables and vertical intersections, vary combination of shingle widths and spacing of shingles to avoid cutting. b. If cutting is required, place shingle such that cut edge is not exposed. c. Use circular saw or straight edge and utility knife if cuts are necessary. D. SHAKE SHINGLE INSTALLATION 1) Install shingles in a rack or pyramid style from factory assembled bundles. 2) Exposure: Install shingles in staggered pattern with 9 inches exposure and bottom edges of adjacent shingles staggered 1 inch. 3) Spacing: Provide 3/16 - 3/8 inch gap between shingles to allow for expansion and contraction. 4) Stagger shingle joints in one course 1-1/2 inches minimum from joints in course below. 5) Eaves: Install row of starter shingles at eaves as base layer. Project eave shingles approximately 1 inch, 1/8 inch past overhanging drip edge, or as required to allow water to drain into gutter or off eave as indicated or required. 6) Gables: Project shingles approximately 3/4 inch beyond gable rakes or 1/8 inch past overhanging drip edge. 7) Ridges and Hips: After field shingle installation is complete, install double row of shingles over 6 inches wide metal flashing. a. Ridges: Use 6 inches wide shingles with 10 inches exposure. Start ridge shingles at leeward end. Face shingle laps away from prevailing wind. b. Hips: Use 6 inches wide shingles with 10 inches exposure. Start hip course at eave. 8) Fastening: Attach each shingle to wood deck with 2 nails using hammer or pneumatic nail gun. a. Place nails at locations indicated on shingles. Noell Residence 13406 9/6/13 07310 SYNTHETIC SHAKE SHINGLES Page 3 of 3 b. Ensure good penetration but do not overdrive nail. Do not nail at angle. Ensure head is flush with shingle surface to avoid creating craters. c. At valleys do not nail shingles within 5 inches of valley center line. E. FIELD QUALITY CONTROL 1) Inspect units as they are installed. Do not install cracked, broken, twisted, curled, or otherwise damaged units. 2) As work progresses, exercise care not to scratch or mar installed units. Units damaged during installation shall be immediately removed and discarded. 3) After approximately 200 units have been installed, inspect roof from ground. Verify proper layout and appearance. Repeat inspection every 200 shingles. 4) Visually inspect complete installation to ensure that it is weather tight. F. CLEANING AND PROTECTION 1) Remove excess materials and debris from finished surfaces and adjacent roof areas. 2) Do not allow work force on completed roof. 3) Protect installed products until completion of project. 4) Touch-up, repair or replace damaged products before Substantial Completion. END OF SECTION Noell Residence 13406 9/6/13 07610 SHEET METAL ROOFING Page 1 of 2 SECTION 07610 - SHEET METAL ROOFING PART 1 - GENERAL 1.1 SECTION REQUIREMENTS A. Submittals: Product Data, Shop Drawings, and color Samples. B. Comply with SMACNA's "Architectural Sheet Metal Manual," unless otherwise indicated. PART 2 - PRODUCTS 2.1 ROOFING SHEET METALS A. Copper Sheet: ASTM B 370, cold-rolled copper sheet, H00 temper, 20 oz. /sq. ft. 2.2 ACCESSORIES A. Underlayment: WP-5 (water proofing type-5) see SECTION 07130 WATERPROOFING. B. Slip Sheet: Rosin-sized building paper, 5 lb/100 sq. ft. C. Metal Accessories: Matching sheet metal roofing in finish and material required for a complete weather tight roofing system, including clips, flashings, ridge closure strips, trim, copings, fasciae, gutters, and louvers. D. Solder for Copper: ASTM B 32, Grade Sn50. E. Bituminous Coating: Cold-applied asphalt mastic, SSPC-Paint 12, compounded for 15-mil dry film thickness per coat. Provide inert-type noncorrosive compound free of asbestos fibers, sulfur components, and other deleterious impurities. F. Snow Guards: Prefabricated, noncorrosive units designed to use with sheet metal roofing and complete with predrilled holes or hooks for anchoring. 2.3 FABRICATION A. Fabricate sheet metal roofing to comply with details shown and recommendations of SMACNA's "Architectural Sheet Metal Manual" that apply to the design, dimensions, metal, and other characteristics of installation indicated. 1. Flat-Seam Roofing: Form flat-seam pans from metal sheets 18-20 inches wide with 1/2-inch notched and folded edges. PART 3 - EXECUTION 3.1 INSTALLATION Noell Residence 13406 9/6/13 07610 SHEET METAL ROOFING Page 2 of 2 A. Install underlayment on roof sheathing under sheet metal roofing, unless otherwise recommended by metal roofing manufacturer. 1. Apply slip sheet over underlayment before installing metal roofing. B. Anchor roofing securely in place, with provisions for thermal and structural movement. Install with concealed fasteners, unless otherwise indicated. C. Separate dissimilar metals with a bituminous coating or polymer-modified, bituminous sheet underlayment. D. Install work with lines and corners of exposed units true and accurate. Form exposed faces flat and free of buckles, excessive waves, and avoidable tool marks, considering temper and reflectivity of metal. Provide uniform, neat seams with minimum exposure of solder, welds, and sealant. Fold back sheet metal to form a hem on concealed side of exposed edges, unless otherwise indicated. 1. Install cleats to hold sheet metal panels in position. Attach each cleat with two fasteners to prevent rotation. 2. Nail cleats not more than 12 inches o.c. Bend tabs over nails. E. Soldered Joints: Clean surfaces to be soldered, removing oils and foreign matter. Pretin edges of sheets to be soldered to a width of 1-1/2 inches, except where pretinned surface would show in finished Work. 1. Do not use torches for soldering. Heat surfaces to receive solder and flow solder into joint. Fill joint completely. Completely remove flux and spatter from exposed surfaces. F. Seal joints as shown and as required for leak proof construction. Provide low-slope transverse seams using cleats where backup of moisture may occur. END OF SECTION 07610 Noell Residence 13406 9/6/13 07620 FLASHING AND TRIM Page 1 of 2 SECTION 07620 - SHEET METAL FLASHING AND TRIM 1. GENERAL A. SECTION REQUIREMENTS 1. Submittals: Product Data and Samples. 2. Comply with SMACNA's "Architectural Sheet Metal Manual." Conform to dimensions and profiles shown unless more stringent requirements are indicated. 3. Coordinate installation of sheet metal flashing and trim with interfacing and adjoining construction to provide a leak proof, secure, and noncorrosive installation. 2. PRODUCTS A. SHEET METAL 1. Copper: ASTM B 370; Temper H00 or H01, cold rolled (a) flashing: 20 oz. /sq. ft. (.027”) (b) trim: 8 gage (.125”) B. FLASHING AND TRIM 1. Refer to SMACNA's "Architectural Sheet Metal Manual" and NRCA's "The NRCA Roofing and Waterproofing Manual" for recommendations for profiles, thicknesses, fastenings, and installation of flashing. 2. Fabricate sheet metal flashing and trim to comply with recommendations of SMACNA's "Architectural Sheet Metal Manual" that apply to the design, dimensions, metal, and other characteristics of the item indicated. 3. Flashing to include but not limited to: (a) Door and window flashings. (b) Stone and siding flashings. (c) Wall vent and louver flashings. (d) Deck penetrations (e) Roof (valley, hip, ridge, eave, drip edge, etc.) flashings 4. Trim to include but not limited to: (a) Copper caps (post and newel posts) (b) Trellis flashings at outdoor kitchen and entry C. ACCESSORIES 1. General: Provide materials and types of fasteners, solder, welding rods, protective coatings, separators, sealants, and other miscellaneous items as required for complete sheet metal flashing and trim installation. 2. Copper Flashings to be used in all areas except: (a) None 3. Solder for Copper: ASTM B 32, Grade Sn50. 4. Butyl Sealant: ASTM C 1311, solvent-release type, for expansion joints with limited movement. 5. Asphalt Mastic: SSPC-Paint 12, asbestos free, solvent type. 6. Roofing Cement: ASTM D 4586, Type I, asbestos free, asphalt based. 7. Slip Sheet: Rosin-sized paper, minimum 5 lb/100 sq. ft. 3. EXECUTION A. INSTALLATION 1. Comply with SMACNA's "Architectural Sheet Metal Manual." Allow for thermal expansion; set true to line and level. Install Work with laps, joints, and seams permanently watertight and weatherproof; conceal fasteners where possible. 2. Roof-Edge Flashings: Secure metal flashings at roof edges according to FMG Loss Prevention Data Sheet 1-49 for specified wind zone. 3. Sealed Joints: Form non-expansion, but movable, joints in metal to accommodate elastomeric sealant to comply with SMACNA standards. 4. Fabricate nonmoving seams in sheet metal with flat-lock seams. 5. Clean surfaces to be soldered, removing oils and foreign matter. Pre-tin edges of sheets to be soldered to a width of 1-1/2 inches, unless pre-tinned surface would show in finished Work. 6. Separation: Separate non-compatible metals or corrosive substrates with a coating of asphalt mastic or other permanent separation. Noell Residence 13406 9/6/13 07620 FLASHING AND TRIM Page 2 of 2 END OF SECTION 07620 Noell Residence 13406 9/6/13 07720 ROOF ACCESSORIES Page 1 of 1 SECTION 07720 - ROOF ACCESSORIES 1. GENERAL A. SECTION REQUIREMENTS 1. Submittals: Product Data and color Samples. 2. Coordinate with Civil Engineer’s Drawings and specifications for SUBDRAINAGE 2. PRODUCTS A. MATERIALS 1. 20 oz Copper B. MANUFACTURE: 1. Classic Gutters Systems L.L.C. (www.clasicgutters.com) or equivalent C. ROOF ACCESSORIES 1. Gutters and downspouts system (a) 5” half round seamless copper gutters, with spherical end caps, funnel outlets to match existing. (b) Bronze, flat fascia bracket with tab installation (c) Rectangle copper downspouts, elbows, and converter boots to match existing. (d) Stamped copper projecting mount downspout brackets. 2. Snow clips and straps (a) Solid brass whale tail with copper strap by Classic Gutters Systems L.L.C. (www.clasicgutters.com) or equivalent (b) see drawings for location 3. Snow Guards (a) custom made, see detail 6.9 (b) see drawings for location 3. EXECUTION A. INSTALLATION 1. Unless otherwise directed, install gutters and downspouts per Construction Documents. 2. All downspouts are to be outlet into a below grade pipe and daylight in riprap area. See Civil Engineering Drawings for size and location of SUBDRAINAGE 3. Roof hangers are to be at every rafter. END OF SECTION 07720 Noell Residence 13406 9/6/13 07900 SEALANTS PAGE 1 of 2 SECTION 07900 – SEALANTS 1. GENERAL A. SECTION REQUIREMENTS 1) Sealants and joint backing B. REFERENCES 1) ASTM C 834 - Standard Specification for Latex Sealants; 2000 2) ASTM C 919 - Standard Practice for Use of Sealants in Acoustical Applications; 2002 3) ASTM C 920 - Standard Specification for Elastomeric Joint Sealants; 2002 4) ASTM C 1193 - Standard Guide for Use of Joint Sealants; 2005 5) ASTM D 1667 - Standard Specification for Flexible Cellular Materials--Vinyl Chloride Polymers and Copolymers (Closed-Cell Foam); 1997 6) BAAQMD 8-51 - Bay Area Air Quality Management District Regulation 8, Rule 51, Adhesive and Sealant Products; www.baaqmd.gov; current edition 7) SCAQMD 1168 - South Coast Air Quality Management District Rule No.1168; current edition; www.aqmd.gov. C. SUBMITTALS 1) See Section 01300 - Administrative Requirements, for submittal procedures 2) Samples: Submit two samples, 6 inch in size illustrating sealant colors for selection D. QUALITY ASSURANCE 1) Manufacturer Qualifications: Company specializing in manufacturing the Products specified in this section with minimum five years documented experience 2) Applicator Qualifications: Company specializing in performing the work of this section with minimum 5 years experience E. MOCK-UP 1) Provide mock-up of sealant joints in conjunction with window and wall under provisions of Section 01400 2) Construct mock-up with specified sealant types and with other components noted 3) Locate where directed 4) Mock-up may remain as part of the Work F. ENVIRONMENTAL REQUIREMENTS 1) maintain temperature and humidity recommended by the sealant manufacturer during and after installation 2. PRODUCTS A. SEALANTS 1) Sealants and Primers - General: Provide only products having lower volatile organic compound (VOC) content than required by the more stringent of the South Coast Air Quality Management District Rule No.1168 and the Bay Area Air Quality Management District Regulation 8, Rule 51 a. Type 1 - General Purpose Exterior Sealant: Polyurethane; ASTM C 920, Grade NS, Class 25, Uses M, G, and A; single component (i) Color: Custom colors matching finished surfaces (ii) Applications: Use for: (i) Control, expansion, and soft joints in masonry (ii) Joints between concrete and other materials (iii) Joints between metal frames and other materials (iv) Other exterior joints for which no other sealant is indicated b. Type 2 - Exterior Metal Lap Joint Sealant: Butyl or polyisobutylene, nondrying, non-skinning, non- curing (i) Applications: Use for: (i) Concealed sealant bead in sheet metal work (ii) Type 3 - General Purpose Interior Sealant: Acrylic emulsion latex; ASTM C 834, Type OP, Grade c. Type 6 - Acrylic Sealant: ASTM C 920, Grade NS, Class 12-1/2, Uses NT, M, A, O; single component, solvent curing, non-staining, non-bleeding, non-sagging (i) Color: Standard colors matching finished surfaces (ii) Service Temperature Range: -13 to 180 degrees F (iii) Shore A Hardness Range: 25 to 50 Noell Residence 13406 9/6/13 07900 SEALANTS PAGE 2 of 2 d. Type 7 - Butyl Sealant: ASTM C 920, Grade NS, Class 12-1/2, Uses NT, M, A, G, O; single component, solvent release, non-skinning, non-sagging (i) Color: Standard colors matching finished surfaces (ii) Movement Capability: Plus and minus 12-1/2 percent B. ACCESSORIES 1) Primer: Non-staining type, recommended by sealant manufacturer to suit application 2) Joint Cleaner: Non-corrosive and non-staining type, recommended by sealant manufacturer; compatible with joint forming materials 3) Joint Backing: Round foam rod compatible with sealant; ASTM D 1667, closed cell PVC; oversized 30 to 50 percent larger than joint width 4) Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application 3. EXECUTION A. EXAMINATION 1) Verify that substrate surfaces and joint openings are ready to receive work 2) Verify that joint backing and release tapes are compatible with sealant B. PREPARATION 1) Remove loose materials and foreign matter which might impair adhesion of sealant 2) Clean and prime joints in accordance with manufacturer's instructions 3) Perform preparation in accordance with manufacturer's instructions and ASTM C 1193 4) Protect elements surrounding the work of this section from damage or disfigurement C. INSTALLATION 1) Perform work in accordance with sealant manufacturer's requirements for preparation of surfaces and material installation instructions 2) Perform installation in accordance with ASTM C 1193 3) Perform acoustical sealant application work in accordance with ASTM C 919 4) Measure joint dimensions and size joint backers to achieve width-to-depth ratio, neck dimension, and surface bond area as recommended by manufacturer 5) Install bond breaker where joint backing is not used 6) Install sealant free of air pockets, foreign embedded matter, ridges, and sags 7) Apply sealant within recommended application temperature ranges. Consult manufacturer when sealant cannot be applied within these temperature ranges 8) Tool joints concave D. CLEANING 1) Clean adjacent soiled surfaces E. PROTECTION OF FINISHED WORK 1) Protect sealants until cured END OF SECTION Noell Residence 13406 9/6/13 08163 SLIDING ALUMINUM-FRAMED GLASS DOORS PAGE 1 of 2 SECTION 08163 - SLIDING ALUMINUM-FRAMED GLASS DOORS PART 1 - GENERAL 1.1 SECTION REQUIREMENTS A. Submittals: Product Data and color Samples. PART 2 - PRODUCTS 2.1 SLIDING ALUMINUM-FRAMED GLASS DOORS A. Products: 1. Aluminum Wood Liftslide Door System as manufactured by Weiland Sliding Doors & Windows, Inc. 2. Maximum U Value .32 B. Provide sliding aluminum-framed glass doors that comply with AAMA/NWWDA 101/I.S.2, Product Designation SGD-HC40 or SGD-C40. 1. Provide units with a concealed, thermal break and with condensation-resistance factor of 45 per AAMA 1503. C. Mesh insect screens: none D. Glaze units with clear, low-e coated, safety glass complying with testing requirements in 16 CFR 1201 for Category II materials. E. Finish: Kyanar 70 complying with AAMA 2605.02.qs F. Color: to match windows G. Wood species: Pine H. Hardware: multi point locking system. I. Handles: to match interior door hardware, see Interior Design documents. J. Track: standard flush track system with in floor drain. PART 3 - EXECUTION 3.1 INSTALLATION A. Set units level, plumb, and true to line, without warp or rack of frames and panels and anchor securely in place. Noell Residence 13406 9/6/13 08163 SLIDING ALUMINUM-FRAMED GLASS DOORS PAGE 2 of 2 B. Set sill members in bed of sealant or with gaskets, as indicated, to provide weather tight construction. C. Adjust operating panels, screens, and hardware for smooth operation and weather tight closure. Lubricate hardware and moving parts. END OF SECTION 08163 Noell Residence 13406 9/6/13 08212 WOOD DOORS Page 1 of 1 SECTION 08212 - STILE AND RAIL WOOD DOORS 1. GENERAL A. SECTION REQUIREMENTS 1) Submittals: Product samples (species, texture, and finish required). 2) Quality Standard: NWWDA I.S.6, "Industry Standard for Wood Stile and Rail Doors." 3) Fire-Rated Wood Doors: Labeled by a testing and inspecting agency acceptable to authorities having jurisdiction based on testing per NFPA 252. Test at atmospheric pressure. 4) Safety Glass: Comply with 16 CFR 1201. 2. PRODUCTS A. STILE AND RAIL DOORS 1) Exterior Doors : NWWDA Premium or Select grade assembled with wet-use adhesives and made from 2 ¼” Alder with flat plank panel and TDL. a. Front Entrance Doors: Single leaf, flat top rail, custom made, per drawings and specifications. b. Garage 214 Entrance Door: Single leaf, flat top rail, custom made, per drawings and specifications. c. Crawl Space Door: Double leaf, flat top rail, custom made, per drawings and specifications. 2) Interior Doors: See Interior Design Drawings and Specifications 3) Interior Fire-Rated Doors: See Interior Design Drawings and Specifications 4) Maximum U Value .32 B. FABRICATION AND FINISHING 1) Factory fit doors to suit frame-opening sizes and to comply with referenced quality standard. 2) Provide 1/8-inch clearance at jambs, heads, and meeting stiles and 1/2 inch at bottom. At thresholds, provide 3/8-inch clearance. 3) Comply with NFPA 80 for fire-resistance-rated doors. 4) Factory machine doors for hardware that is not surface applied. 5) Site treat exterior doors after fabrication with water repellent to comply with NWWDA I.S.4. 6) Site finish wood doors with manufacturer's standard stain and two-coat conversion varnish finish in color selected. 3. EXECUTION A. INSTALLATION 1) Install fire-rated doors to comply with NFPA 80. 2) Align and fit doors in frames with uniform clearances and bevels indicated below. Machine doors for hardware. Seal cut surfaces after fitting and machining. 3) Provide 1/8-inch clearance at jambs, heads, and meeting stiles and 1/8 inch at bottom. At thresholds, provide 1/4-inch clearance from bottom of door. 4) Repair, refinish, or replace factory-finished doors damaged during installation as directed by Architect. END OF SECTION 08212 Noell Residence 103406 ASI #1 - 10/03/13 08550 WOOD WINDOWS Page 1 of 1 SECTION 08550 - WOOD WINDOWS 1. GENERAL A. SECTION REQUIREMENTS 1. Submittals: a. Manufactures product Data b. Shop Drawings per specification section 01300-ADMINISTRATIVE REQUIREMENTS c. Color Samples. 2. Quality Standard: Comply with AAMA/NWWDA 101/I.S.2. 3. Submit alternate pricing per SECTION 01200 – Price and Payment Procedures 2. PRODUCTS A. WOOD CLAD WINDOWS 1. Aluminum Clad Wood Windows: Custom Wood Window by Jeld-Wen, or equivalent. a. AuraLast Wood, pine b. Screens on all operable windows c. Motor controls blinds locations: See Interior Design Drawings and Specifications 2. Determine Project location's basic wind speed and positive and negative design pressures for window locations before selecting product designations in first five paragraphs below. 3. Casement Window Product Designation: C-C30. 4. Fixed Window Product Designation: F-C30. 5. Maximum U Value .30 6. Exterior Color: P423 Chestnut Bronze 7. Glazing to be 1 inch insulated SDL units with clear, low-e coating on 3rd surface. 8. Exterior Hardware to be antique bronze. 9. Interior Hardware: see Interior Designer’s Drawings and Specifications B. WOOD WINDOWS 1. All Wood Windows: Fixed lite to match profile of Custom Wood Windows by Jeld-Wen, or equivalent. a. Wood, pine b. Decorative glass (see Interior Designers documents for glass selection) 3. EXECUTION A. INSTALLATION 1. Set units level, plumb, and true to line, without warp or rack of frames and panels and anchor securely in place. 2. Set sill members in bed of sealant or with gaskets, as indicated, to provide weather-tight construction. 3. Adjust operating panels, screens, and hardware for smooth operation and weather-tight closure. Lubricate hardware and moving parts. END OF SECTION 08550 Noell Residence 13406 9/6/13 09638 STONE PAVING AND FLOORING Page 1 of 2 SECTION 09638 - STONE PAVING AND FLOORING PART 1 - GENERAL 1.1 SECTION REQUIREMENTS A. Submittals: 1. Grout Samples. 2. Stone Samples at least 12 inches (300 mm) square. Include two or more Samples in each set showing the full range of variations in appearance. B. Do not set stone when air or material temperature is below 50 deg F PART 2 - PRODUCTS 2.1 STONE A. Sandstone: ASTM C616 / C616M 1. (ST-3) (stone type 3) Colorado Buff Sandstone 2. 1 ½ inch nominally 3. Random Flagstone pattern 4. Natural cleft 2.2 MORTAR AND GROUT A. Mortar for Stone Paving and Flooring: ASTM C 270, Proportion Specification, Type S for exterior use B. For pointing mortar, use colored cement or cement-lime mix of color selected. 2.3 ACCESSORIES A. Cork Joint Filler: Preformed strips complying with ASTM D 1752, Type II. B. Floor Sealer: penetrating enhancing sealer. Colorless, slip- and stain-resistant sealer not affecting color or physical properties of stone surfaces. 1. water based, penetrating, enhancing, matte finish, sealer 2.4 STONE FABRICATION A. Fabricate stone in sizes and shapes to comply with requirements indicated. 1. Pattern: Random, polygonal pattern composed of units not less than 4 sq. ft. or more than 10 sq. ft. in area. B. Cut stone to produce uniform joints 1/4 inch - 3/8 inch wide. Noell Residence 13406 9/6/13 09638 STONE PAVING AND FLOORING Page 2 of 2 PART 3 - EXECUTION 3.1 INSTALLATION A. Remove substances from concrete substrates that could impair mortar bond, including curing and sealing compounds, form oil, and laitance. B. Execute stonework by skilled mechanics experienced with the kind and form of stone and installation method indicated. C. Field-cut stone as necessary to fit at obstructions. Produce tight and neat joints. 3.2 INSTALLING STONE A. Saturate concrete with clean water before placing setting bed. Remove surface water before placing setting bed. B. Apply mortar bed bond coat before placing setting bed. Limit area of bond coat to avoid its drying out. Do not exceed 1/16-inch (1.5-mm) thickness for bond coat. C. Spread and screed setting bed to uniform thickness at elevations required for accurate setting of stone. Mix and place only as much mortar setting bed as can be covered with stone before initial set. D. Place stone before initial set of cement occurs. Apply 1/16-inch- (1.5-mm-) thick, bond coat to back of each stone. E. Tamp and beat stone to obtain full contact with setting bed. Set each unit in a single operation before initial set of mortar. F. Point joints after setting. Tool joints flat, uniform, and smooth, without visible voids. G. Grout stone joints to comply with ANSI A108.10 and manufacturer's written instructions. Force grout into joints, taking care not to smear grout on adjoining stone and other surfaces. After initial set of grout, finish joints by tooling to produce a slightly concave polished joint, free from drying cracks. 3.3 CLEANING A. Clean stone paving and flooring as work progresses. Remove mortar and grout smears before tooling joints. B. Clean stone paving and flooring after setting and grouting are complete and apply sealer to cleaned stone paving and flooring. END OF SECTION 09638 Noell Residence 13406 9/6/13 09910 PAINTING Page 1 of 2 SECTION 09910 – PAINTING 1. GENERAL A. SECTION REQUIREMENTS 1. Summary: (a) Paint exposed surfaces, unless otherwise indicated. (b) Paint the back side of access panels. (c) Color-code mechanical piping in accessible ceiling spaces. (d) Do not paint prefinished items, items with an integral finish, operating parts, and labels, unless otherwise indicated. 2. Submittals: Product Data and Samples. 3. Mockups: Full-coat finish Sample of each type of coating, color, and substrate, applied where directed. 4. Obtain block fillers and primers for each coating system from same manufacturer as finish coats. 5. Extra Materials: Deliver to Owner 1 quart of each color and type of finish coat paint used on Project, in containers, properly labeled and sealed. 2. PRODUCTS A. Paint 1. Products: (a) Benjamin Moore or equivalent. (b) Colors: As scheduled. 2. Material Compatibility: Provide materials that are compatible with one another and with substrates. 3. Material Quality: Manufacturer's best-quality paint material of coating types specified that are formulated and recommended by manufacturer for application indicated. 3. EXECUTION A. PREPARATION 1. Remove hardware lighting fixtures and similar items that are not to be painted. Mask items that cannot be removed. Reinstall items in each area after painting is complete. 2. Clean and prepare all surfaces in an area before beginning painting in that area. Schedule painting so cleaning operations will not damage newly painted surfaces. B. APPLICATION 1. Apply coatings by brush, roller, spray or other applicators according to coating manufacturer’s written instructions. (a) Use brushes only for exterior painting and where the use of other applicators is not practical. 2. Pigmented (Opaque) Finishes: Completely cover surfaces to provide a smooth, opaque surface of uniform appearance. Provide a finish free of cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections. 3. Transparent (Clear) Finishes: Use multiple coats to produce a glass-smooth surface film of even luster. Provide a finish free of laps, runs, cloudiness, color irregularity, brush marks, orange peel, nail holes, or other surface imperfections. C. EXTERIOR PAINT APPLICATION SCHEDULE 1. Concrete, Stucco, and Masonry: Low-Luster Acrylic (a) Two coats over primer (b) Color: To match adjacent materials. 2. Wood Siding, Window and Door Trim: Semitransparent Oil/Alkyd Stain (a) Two coats (b) Color: “Leather Saddle Brown” by Benjamin Moore, 3. Soffits (a) Two coats (b) Color: “Leather Saddle Brown” (cut 50%) by Benjamin Moore 4. Fascia (a) Two coats (b) Color: “Fresh Brew” by Benjamin Moore 5. Ferrous Metal: Semi-gloss, Acrylic Enamel Noell Residence 13406 9/6/13 09910 PAINTING Page 2 of 2 (a) Two coats over rust-inhibitive primer. (b) Color: semi gloss black END OF SECTION 09910 Noell Residence 13406 9/6/13 10300 FIREPLACES Page 1 of 1 SECTION 10300 – FIREPLACES 1. GENERAL A. Submittals: In addition to manufacturer's data and installation instructions, submit samples of color and texture for exposed materials B. Related Sections: 1) Division 15 – NATURAL GAS DISTRIBUTION 2) Section 05525 – ARCHITECTURAL METALS 2. PRODUCTS A. Manufacturers: Provide fireplace enclosures equivalent to the following: 1) Products and installation must comply with all Eagle County and local jurisdictional fireplace requirements. 2) Pre Engineered Masonry Fireplaces a. Great Room (202) Pre Engineered Masonry Fireplace (i) Mason Lite Custom Pre Engineered Masonry Fireplace (ii) Finished Opening: 60" wide x 54" tall (iii) Flue: Simpson DCA air cooled flue; with offset and fire stop to termination, sized per manufacture (iv) Ignition valve: White Rodgers 24v High Output ignition valve (v) Interior: see Interior Design drawings and details (vi) Gas Logs: see Interior Design drawings and details (vii) Heat Management: Enervex 110 VAC inline damper (viii) Includes: Class-A flue to vertical termination; outside combustion air; electronic spark to pilot ignition valve; (ix) FireBox Interior: see Interior Design drawings and details b. Hearth Room (204) (i) Mason Lite Custom Pre Engineered Masonry Fireplace (ii) Finished Opening: 42" wide x 36" tall (iii) Flue: Simpson DCA air cooled flue; with offset and fire stop to termination, sized per manufacture (iv) Ignition valve: White Rodgers 24v High Output ignition valve (v) Interior: see Interior Design drawings and details (vi) Gas Logs: see Interior Design drawings and details (vii) Heat Management: Enervex 110 VAC inline damper (viii) Includes: Class-A flue to vertical termination; outside combustion air; electronic spark to pilot ignition valve; (ix) FireBox Interior: see Interior Design drawings and details 3) Gas Fireplace a. Bedroom 127 (i) Town & Country TC36 (ii) see Interior Design drawings and details for options b. Master Bedroom 227 (i) Town & Country TC36 (ii) see Interior Design drawings and details for options 4) Gas Log sets for fire pits a. Fire pit (i) Burner / Starter: Hearth Products Controls 24v Hot Wire ignition valves, model 36 FSS300 HWI HC (ii) Log Set: Golden Blount’s Grand Fire-Pit 3. EXECUTION A. Install fireplaces and accessories at locations shown in accordance with manufacturer's instructions. Provide clips, grounds, backing materials, brackets and anchors, trim, and accessories for complete installation. See drawings for additional notes. END OF SECTION 10300 Noell Residence 13406 09/06/13 RESIDENTIAL APPLIANCES 11451 - 1 SECTION 11451 - RESIDENTIAL APPLIANCES PART 1 - GENERAL 1.1 SECTION REQUIREMENTS A. Submittals: Product Data. PART 2 - PRODUCTS 2.1 RESIDENTIAL APPLIANCES A. Gas Cooktop: OG42, 42” Outdoor Gas Grill, by Wolf B. Exhaust Hood: PL462212, 46” Pro hood liner, by Wolf PART 3 - EXECUTION 3.1 INSTALLATION A. Built-in Appliances: Securely anchor to supporting cabinetry or countertops with concealed fasteners. Verify that clearances are adequate for proper functioning and rough openings are completely concealed. END OF SECTION 11451 Lightning Protection System 16601-1 Master Specification Noell Residence – 1000 Spraddle Creek 4/00 SECTION 16601 LIGHTNING PROTECTION SYSTEM PART 1 - GENERAL 1.1 DESCRIPTION A. Provide all labor, materials and items of service required for the completion of a functional and unobtrusive lightning protection system in accordance with the Contract Documents. B. Related work specified in Division 16000: 1.2 STANDARDS A. Except as modified by governing codes and by the Contract Documents, comply with the latest recommendations of the following: 1. Underwriters Laboratories, Inc. Master Label Code 96A. 2. NFPA Code No. 780. B. Certificates: Provide Underwriters Laboratories, Inc. Master C Label for attachment to the building. 1.3 QUALITY ASSURANCE A. The system to be provided shall be the standard product of a manufacturer regularly engaged in the production of lightning protection systems and shall be the manufacturer's latest approved design. The equipment manufacturer shall also be a UL-listed and approved manufacturer. 1.4 COORDINATION Lightning Protection System 16601-2 Master Specification Noell Residence – 1000 Spraddle Creek 4/00 A. Ensure that installation including air terminals does not conflict with the operation of other rooftop systems. Where required provide alternate components such as spring mounted air terminals to accomplish this coordination. B. Coordinate location of Master C label mounting with Architect/Engineer. 1.5 SUBMITTALS A. Submit shop drawings and manufacturer's data for the following items in accordance with the Contract Documents: 1. Provide detailed shop drawings showing the exact location of each item of lightning protection equipment, the routing of conductors, location of ground rods and items to be bonded into the system, etc. Lightning Protection System 16601-3 Master Specification Noell Residence – 1000 Spraddle Creek 4/00 PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Westdodd Lightning Protection Company B. Mr. Lightning (Independent Protection Co.) C. Heary Brothers D. AC Lightning Security E. Thompson Lightning Protection PART 3 - EXECUTION 3.1 TYPE OF SYSTEM A. Install all conductors and complementary parts in a concealed manner so completed work is unobtrusive and does not detract from appearance of the structure. B. All areas of flat roofs are to be cross run with this same size conductor cable so that no area larger than 50 feet by 150 feet remains unprotected. Mount points on cast copper bronze point bases and cable clips to the finished roof to avoid any roof penetrations. 3.2 AIR TERMINALS A. Locate required number of solid copper 1/2 inch outside diameter nickel tipped air terminals not less than 10 inches above the area protected at intervals (20 feet maximum) about the periphery of the structure and not less than 50 feet on center on cross roof runs. 3.3 CONDUCTORS Lightning Protection System 16601-4 Master Specification Noell Residence – 1000 Spraddle Creek 4/00 A. Conductors shall weigh 375 pounds (copper) per 1000 feet. Provide interconnect conductors. Provide at least six (6) electric paths to ground. Avoid an upward direction for lateral conductors interconnecting air terminals. Turn conductors with a radius of at least 8 inches at an included angle not more acute than a right angle. Space down conductors around building's periphery (maximum 100 feet) as evenly as permitted by architectural features, locations of terminals and grounds. 3.4 CONNECTORS AND FASTENERS A. Use approved connectors of proper electric and mechanical characteristics. B. Rigidly and permanently attach conductors and air terminals to the building with fasteners of proper strength and design. C. Cement conductors on flat roofs to avoid roof penetrations. D. All below ground connections to be of the cadweld type. Lightning Protection System 16601-5 Master Specification Noell Residence – 1000 Spraddle Creek 4/00 3.5 GROUNDING SYSTEM A. Ground electrodes shall be installed as required and all driven rods shall penetrate earth at least 10'-0". B. Interconnect lightning protection ground to other building ground systems. 3.6 GROUNDING OF METAL ELEMENTS A. Interconnect and ground to the condenser system metal drain covers, ventilators, vent stacks, pipes, roofing or siding, observation lights, spandrels, railings, ridge rolls, valleys, crickets, eaves troughs, downspouts, ladders, ducts, cold water supply piping, and any other metallic object or surface of a size presenting a capacitance hazard, or within 6 feet of any portion of the lightning protection system, including grade mounted items. END OF SECTION Project Title: Noell Residence Report date: 09/05/13 Data filename: J:\Jobs\2013 - Jobs\13041.00 - Noell Residence\Mechanical\Calculations\Rescheck\13041-Rescheck.rck Page 1 of 5 REScheck Software Version 4.4.4 Compliance Certificate Project Title: Noell Residence Energy Code:2012 IECC Location:Vail, Colorado Construction Type:Single Family Project Type:New construction Glazing Area Percentage:28% Heating Degree Days:9248 Climate Zone:6 Construction Site:Owner/Agent:Designer/Contractor: 1000 Spraddle Creek Road Vail, CO Mike Foster Triumph Development 12 Vail Road Suite 700 Vail, CO 81657 970-479-9990 mikef@triumphdev.com Tom Solawetz Beck Building Company 780 Nottingham Road PO Box 4030 Vail, CO, CO 81658 970-904-1300 tom@beckbuilds.com Compliance: Passes using UA trade-off Compliance: 6.4% Better Than Code Maximum UA: 2058 Your UA: 1926 The % Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Assembly Gross Area or Perimeter Cavity R-Value Cont. R-Value Glazing or Door U-Factor UA Ceiling: Flat Ceiling or Scissor Truss 6979 50.0 0.0 181 AG Walls: Wood Frame, 16" o.c.9638 23.0 0.0 362 Windows: Wood Frame:Double Pane with Low-E 1826 0.300 548 Glass Doors: Glass 858 0.300 257 Solid Doors: Solid 364 0.300 109 BG Walls: Solid Concrete or Masonry 7416 13.0 10.0 244 Wall height: 12.0' Depth below grade: 11.0' Insulation depth: 12.0' Windows: Wood Frame:Double Pane with Low-E 15 0.300 5 Slab: Slab-On-Grade:Heated 310 10.0 212 Insulation depth: 6.0' Floor over Outside: All-Wood Joist/Truss:Over Outside Air 101 30.0 0.0 3 Floor over Crawler: All-Wood Joist/Truss:Over Unconditioned Space 161 30.0 0.0 5 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2012 IECC requirements in REScheck Version 4.4.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title Signature Date Project Notes: Calcs by: Jeff Herschel - Rader Engineering 970-845-7910 x113 9/6/13Jeff Herschel - EIT 9/6/13 Project Title: Noell Residence Report date: 09/05/13 Data filename: J:\Jobs\2013 - Jobs\13041.00 - Noell Residence\Mechanical\Calculations\Rescheck\13041-Rescheck.rck Page 2 of 5 REScheck Software Version 4.4.4 Inspection Checklist Energy Code:2012 IECC Location:Vail, Colorado Construction Type:Single Family Project Type:New construction Glazing Area Percentage:28% Heating Degree Days:9248 Climate Zone:6 Ceilings: q Ceiling: Flat Ceiling or Scissor Truss, R-50.0 cavity insulation Comments: Where air permeable insulation exists in vented attics, a baffle (of solid material) is installed adjacent to soffit and eave vents. Baffles maintain an opening equal or greater than the size of the vent. The baffle extends over the top of the attic insulation. Above-Grade Walls: q AG Walls: Wood Frame, 16" o.c., R-23.0 cavity insulation Comments: Basement Walls: q BG Walls: Solid Concrete or Masonry, 12.0' ht / 11.0' bg / 12.0' insul, R-13.0 cavity + R-10.0 continuous insulation Comments: Windows: q Windows: Wood Frame:Double Pane with Low-E, U-factor: 0.300 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: q Windows: Wood Frame:Double Pane with Low-E, U-factor: 0.300 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: q Glass Doors: Glass, U-factor: 0.300 Comments: q Solid Doors: Solid, U-factor: 0.300 Comments: Floors: q Slab: Slab-On-Grade:Heated, 6.0' insulation depth, R-10.0 continuous insulation Comments: Slab insulation extends down from the top of the slab to at least 6.0 ft. OR down to at least the bottom of the slab then horizontally for a total distance of 6.0 ft. q Floor over Outside: All-Wood Joist/Truss:Over Outside Air, R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. q Floor over Crawler: All-Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: Project Title: Noell Residence Report date: 09/05/13 Data filename: J:\Jobs\2013 - Jobs\13041.00 - Noell Residence\Mechanical\Calculations\Rescheck\13041-Rescheck.rck Page 3 of 5 q Building envelope air tightness complies by a post rough-in blower door test result of less than 3 ACH at 50 pascals. q Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. q Wood-burning fireplaces shall have tight-fitting flue dampers and outdoor combustion air. Air Barrier, Sealing, and Insulation Installation Criteria: q A continuous air barrier is installed in the building envelope including rim joists and exposed edges of insulation. Breaks or joints in the air barrier are sealed. Air permeable insulation is not used as a sealing material. q Junction of foundation and wall sill plates, wall top plate and top of wall, sill plate and rim-band, and rim band and subfloor are sealed. Corners, headers, and rim joists making up the thermal envelope are insulated. q Insulation in floors (including above garage and cantilevered floors) is installed to maintain permanent contact with underside of subfloor decking. Exterior insulation for framed walls is in substantial contact and continuous alignment with the air barrier. Crawl space wall insulation installed in lieu of floor insulation is permanently attached to crawlspace walls. Inspection of log walls is in accordance with the provisions of ICC-400. q Spaces between fenestration jambs and framing and skylights and framing are sealed. Batts in narrow cavities are cut to fit; or narrow cavities are filled with insulation that readily fills the available cavity space. q Exposed earth in unvented crawl spaces is covered with Class I vapor retarder with overlapping joints taped. q Air sealing is installed between the garage and conditioned spaces. q Exterior walls adjacent to showers and tubs are insulated and have air barrier separating the wall from the shower and tubs. q Access openings, drop down stairs or knee wall doors to unconditioned attic spaces are insulated and sealed. q Recessed light fixtures installed in the building thermal envelope are IC rated, airtight labeled at air leakage rate <= 2.0 cfm, and sealed to the drywall with gasket or caulk. q Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space are air sealed. q Plumbing and Wiring: Insulation is placed between the exterior of the wall assembly and pipes. Batt insulation is cut and fitted around wiring and plumbing, or for insulation that on installation readily conforms to available space such insulation shall fill all space between wall and piping/wiring. q Air barrier extends behind electrical or communication boxes or, air sealed type boxes are installed. q HVAC register boots that penetrate building thermal envelope are sealed to subfloor or drywall. q Fireplace walls have air barrier and closure doors are gasketed. Sunrooms: q Sunrooms that are NOT thermally isolated from the building envelope meet the requirements applicable to the building envelope. Materials Identification and Installation: q Materials and equipment are installed in accordance with the manufacturer's installation instructions. q Materials and equipment are identified so that compliance can be determined. q Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. q Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: q Supply ducts in attics are insulated to a minimum of R-8. All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: q Building framing cavities are not used as ducts or plenums. q All joints and seams of air ducts, air handlers, and filter boxes are substantially airtight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181A or UL 181B and are labeled according to the duct construction. Metal duct connections with equipment and/or fittings are mechanically fastened. Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with air-impermeable spray foam. Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). q All ducts and air handlers are located within conditioned space. Temperature Controls: q Where the primary heating system is a forced air-furnace, at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. q Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Project Title: Noell Residence Report date: 09/05/13 Data filename: J:\Jobs\2013 - Jobs\13041.00 - Noell Residence\Mechanical\Calculations\Rescheck\13041-Rescheck.rck Page 4 of 5 Heating and Cooling Equipment Sizing: q Equipment is sized in accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies. q For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2012 IECC Commercial Building Mechanical and/or Service Water Heating (Sections C403 and C404). Circulating Service Hot Water Systems: q Systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. q Pipes are insulated to R-3 when any one of the following apply: (a)piping serves more than one dwelling unit, (b)piping between water heater and kitchen or water heater and distribution manifold, (c)piping outside conditioned space, buried, or located under a floor slab, (d)supply and return piping in recirculation systems other than demand recirculation systems, (e)piping is > 3/4 inch nominal diameter, (f)piping runs >30 feet having 3/8 inch max diameter, (g)piping runs >20 feet having 1/2 inch max diameter, (h)piping runs >10 feet having 3/4 inch max diameter, (i)piping runs >5 feet having max diameter within the run > 3/4 inch. Heating and Cooling Piping Insulation: q HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. q HVAC piping insulation exposed to outdoor elements is protected from damage and shielded from solar radiation. Ventilation: q Ventilation fans satisfy the following efficacy criteria: (1)Range hoods and in-line fan: 2.8 cfm/watt. (2)Bath-/utility room with rated cfm >= 10 > and <90: 1.4 cfm/watt. (3)Bath-/utility room with rated minimum cfm >= 90: 2.8 cfm/watt. Swimming Pools and In-ground Spas: q Heaters have an readily accessible on-off switch. q Heaters operating on natural gas or LPG have an electronic pilot light. q Schedule-capable automatic on-off timer switches are installed on heaters and pumps. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar- and/or waste-heat-recovery systems. q Heated pools and spas have a vapor retardant cover. Exceptions: Covers are not required when 70% of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: q Within permanently installed fixtures, 75 percent contain only lamps that can be categorized as one of the following. Or, a minimum of 75 percent of all lamps within permanent fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage <= 15 (d)50 lumens per watt for lamp wattage > 15 and <= 40 (e)60 lumens per watt for lamp wattage > 40 Exceptions: Low voltage lighting systems. q Fuel gas lighting systems have electronic pilot lights. Other Requirements: q Snow- and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature is above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement 'c'). Project Title: Noell Residence Report date: 09/05/13 Data filename: J:\Jobs\2013 - Jobs\13041.00 - Noell Residence\Mechanical\Calculations\Rescheck\13041-Rescheck.rck Page 5 of 5 Certificate: q A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values; window U-factors; type and efficiency of space-conditioning and water heating equipment; and results from any required duct system and building envelope air leakage testing. The certificate#does not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. NOTES TO FIELD: (Building Department Use Only) 2012 IECC Energy Efficiency Certificate Insulation Rating R-Value Ceiling / Roof 50.00 Wall 23.00 Floor / Foundation 23.00 Ductwork (unconditioned spaces):_____ Glass & Door Rating U-Factor SHGC Window 0.30 Door 0.30 NA Heating & Cooling Equipment Efficiency Heating System:____________________________ Cooling System:____________________________ Water Heater:_______________________________ Building Air Leakage and Duct Test Results Building Air Leakage Test Results ____________________ Name of Air Leakage Tester ____________________ Duct Tightness Test Results ____________________ Name of Duct Tester ____________________ Name:Date: Comments: 760.744.5240 | fxl.com logo (4-color CMYK) ®FX: 63.64.65.36 Luminaire: 0.10.11.34 Learn more about FX Luminaire underwater lights. Visit: fxl.com/products The soothing ambiance created by a landscape water feature can be beautifully enhanced with well designed lighting. The LL produces a powerful light source that can be used to illuminate plants, rocks, fish or a cascading waterfall. Filter options allow you to control shape, color and strength of light output. LL: Underwater Light LED Well Lights 3.3"/8.4 cm Base: 5.38"/13.7 cm 6.42"/16.3 cm 5. 3 " / 1 3 . 5 c m Number of LeDs:1 3 6 9 HaLogeN LumeN output equivaLeNt: 10 Watt 20 Watt 35 Watt 50 Watt usefuL LeD Life (L70):50,000 hrs avg 50,000 hrs avg 50,000 hrs avg 50,000 hrs avg iNput voLtage:10 to 15V 10 to 15V 10 to 15V 10 to 15V va totaL: (use to size the lighting controller) 2.4 4.5 13.5 13.5 Watts useD:2.0 4.2 10.1 11.2 LumeNs per Watt (efficacy)25.4 31 31.8 31.1 max LumeNs:–133 282 378 cct (ra)68.5 67.9 80.2 67.5 ORDERING INFORMATION LED 760.744.5240 | fxl.com4/12 logo (4-color CMYK) ®FX: 63.64.65.36 Luminaire: 0.10.11.34 pHotometrics: Vertical Spread: 17.3º LL 3LED ILLUMINANCE AT A DISTANCE 4.0 8.0 12.0 16.0 20.0 26.0 52.0 fc 13.0 fc 5.8 fc 3.3 fc 2.1 fc 1.2 fc 1.2 2.4 3.7 4.9 6.1 7.9 1.2 2.4 3.5 4.7 5.9 7.7 Center Beam FC Beam Width Horizontal Spread: 16.8º Vertical Spread: 16.6º LL 9LED ILLUMINANCE AT A DISTANCE 4.0 8.0 12.0 16.0 20.0 26.0 150.0 fc 37.5 fc 16.7 fc 9.4 fc 6.0 fc 3.6 fc 1.2 2.3 3.5 4.7 5.8 7.6 1.2 2.3 3.5 4.7 5.9 7.6 Center Beam FC Beam Width Horizontal Spread: 16.7º Vertical Spread: 16º LL 6LED ILLUMINANCE AT A DISTANCE 4.0 8.0 12.0 16.0 20.0 26.0 117.5 fc 29.4 fc 13.1 fc 7.3 fc 4.7 fc 2.8 fc 1.1 2.2 3.4 4.5 5.6 7.3 1.2 2.3 3.5 4.6 5.8 7.5 Center Beam FC Beam Width Horizontal Spread: 16.5º MetaLs Bs = Natural Brass LL: Underwater Light exampLe: LL-3LeD-bs = LL - 3 LeDs - Natural brass finish For information on ZD technology please refer to the Luxor page in the Lighting Control section. The LL includes your choice of LED board, 30' cable, and Natural Brass finish. All LL underwater lights come standard with amber, green, blue and frosted filters Beam angle is calculated using LM-79 method for SSL Luminaires: "Beam angle is defined as two times the vertical angle at which the intensity is 50% of the maximum." factory iNstaLLeD optioNs: Order 1 + 2 + 3 fixture coDe Lamp coDe fiNisH optioNs 1 LL 2 1 LeD (50,000 avg. life hours)3 XX (see options to right) 3 LeD (50,000 avg. life hours) 6 LeD (50,000 avg. life hours) 9 LeD (50,000 avg. life hours) 760.744.5240 | fxl.com LED Wall Lights logo (2-color PMS) ®FX: GOE 158-1-5 Luminaire: PMS 408 C Learn more about FX Luminaire wall lights. Visit: fxl.com/products NUMBER OF LEDS:2 HALOGEN LUMEN OUTPUT EQUIVALENT:20 Watt USEFUL LED LIFE (L70):50,000 hrs avg INPUT VOLTAGE:10 to 15V VA TOTAL: (Use this number to size the transformer)4.8 WATTS USED:4.0 LUMENS PER WATT (EFFICACY)1.6 MAX LUMENS:6 CCT (Ra)81.3 When a lighting project calls for a higher level of LED illumination the LM is here in a 2 LED configuration. To achieve the best effect and utility, install the LM fixture in the wall adjacent to a stairway. LM: Wall Light 2. 6 2 5 " / 6 . 6 6 c m 8.3 7 5 " / 2 1 . 2 7 c m 4"/10.1 6 c m Sleeve 3. 5 " / 8 . 9 c m 8.12 5 " / 2 0 . 6 4 c m 2. 3 7 5 " / 6 . 0 3 c m 2.375"/ 6 . 0 3 c m Box Faceplate 9"/ 2 2 . 8 6 c m ORDERING INFORMATION LED 760.744.5240 | fxl.com4/12 logo (2-color PMS) ®FX: GOE 158-1-5Luminaire: PMS 408 C PHOTOMETRICS: Vertical Spread: 59.7º LM 2LED ILLUMINANCE AT A DISTANCE 0.7 1.3 2.0 2.7 3.3 4.0 Center Beam FC Beam Width Horizontal Spread: 106.1º 0 fc 0 fc 0 fc 0 fc 0 fc 0 fc 0.8 1.5 2.3 3.1 3.8 4.6 1.8 3.5 5.3 7.1 8.9 10.6 EXAMPLE: LM-2LED-BZ = LM - 2 LEDs - Bronze Metallic Finish FACTORY INSTALLED OPTIONS: Order 1 + 2 + 3 FIXTURE CODE LAMP CODE FINISH OPTIONS 1 LM 2 2 LED (50,000 avg. life hours)3 XX (see options to right) LM: Wall Light METALS AB = Antique Bronze* (On Copper) AT = Antique Tumbled*(On Copper) NP = Nickel Plate CU = Copper POWDERCOAT WG = White Gloss FW = Flat White AL = Almond BZ = Bronze Metallic DG = Desert Granite WI = Weathered Iron VF = Verde Speckle SB = Sedona Brown FB = Flat Black For information on ZD technology please refer to the Luxor page in the Lighting Control section. The LM includes two 1LED boards, your choice of faceplate finish, 10 ft. lead wire and mounting sleeve. * May require longer lead time All LM wall lights come standard with amber, green, blue and frosted filters Beam angle is calculated using LM-79 method for SSL Luminaires: "Beam angle is defined as two times the vertical angle at which the intensity is 50% of the maximum". TEKA ILLUMINATION, INC 40429 Brickyard Drive Madera, California 93636 (559) 438-5800 Fax (559) 438-5900 www.tekaillumination.com TEKA ILLUMINATION © Copyright TEKA 2004 Materials and Construction A. Cast bronze cap B. Stainless steel or copper on stainless steel Ring baffles C. Machined, solid brass spacers D. Heavy wall, .125 thk. solid copper post, 3.5" O.D. E. Etched glass cylinder F. Cast bronze housing G. Cast bronze base H. Solid copper, heavy wall shade I. Stainless steel and cast bronze anchor plate J. Provided with all stainless steel fasteners K. 120V electronic PLT ballast with -15°F starting temperature is standard on PLC models Description Exterior bollard luminaire. T-57 Beacon Shaded Bollard Product Number Lamp Rings Finish Option BSB-2546 / Natural 60W A-19 St. Stl. Brown Patina BSB-2516/ Natural 60W A-19 Copper Brown Patina BSB-2542 / Natural 26W PLT St. Stl. Brown Patina BSB-2512/ Natural 26W PLT Copper Brown Patina Mounting TEKA mounting kit #34 provided. Allows for (2) 3⁄4" maximum trade conduits. Options available at additional cost 1. Add suffix BP for brown patina 2. Add suffix # 277 to PLT models for integral 277V electronic ballast 3. For higher or lower heights available, consult factory H E 12" C D G 6" 31⁄8" 5" 8" A B F 40" Note ETL Listed to ANSI/UL Standard 1598 and Certified to CAN/CSA Standard C22.2 No. 250