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HomeMy WebLinkAboutB18-0424_Approved Documents_1539887370 (2).pdf75 South Frontage Road West, Vail, CO 81657 Office: 970.479.2139 Inspections: inspections@vailgov.com Construction B18-0424 Issued: 10/18/2018 TOWN OF VAIL Property Information Address: 1012 EAGLES NEST CIR ( 210109204002 ) Unit #: Parcel Number: 210109204002 Legal Description: Subdivision: VAIL VILLAGE FILING 7 Block: 6 Lot: 2 BK-0229 PG-0428 QCD 03-30-73 BK-0512 PG-0846 QCD 09-30-80 BK-0656 PG-0484 GWD 11-28-94 Contacts Contact Type: Applicant Full Name: Cody O'kelly Address: PO Box 5686 2132 Eagle Ranch Rd Eagle, CO 81631 Phone: 9704709139 Contact Type: Property Owner Full Name: 1012 EAGLES NEST LLC Address: Phone: None Contractor Contractor Type: General Company: Solaris Property Owner, LLC State License #: Phone: 970-479-6000 Project Information Project Name: 1012 Eagles Nest LLC 2018 Project Description: Secondary EAST side - Demolition of existing structure and construction of new duplex residential project. Fees Paid Account #: 001-0000.31111.00 - Building Permit Fee Fee Amount:$6,484.75 Account #: 001-0000.31123.00 - Building Plan Review Fee Fee Amount:$4,215.09 Account #: 110-0000.31060.00 - Construction Use Tax Fee Fee Amount:$24,586.00 Account #: 001-0000.31111.00 - Mechanical Permit Fee Fee Amount:$1,080.00 Account #: 001-0000.31123.00 - Mechanical Plan Review Fee Fee Amount:$270.00 Account #: 001-0000.31111.00 - Plumbing Permit Fee Fee Amount:$1,350.00 Account #: 001-0000.31123.00 - Plumbing Plan Review Fee Fee Amount:$337.50 Account #: 111-0000.31127.00 - Recreation Fee Fee Amount:$570.00 Account #: 001-0000.31128.00 - Will Call Fee (Building Scope)Fee Amount:$5.00 Account #: 001-0000.31128.00 - Will Call Fee (Mechanical Scope)Fee Amount:$5.00 Account #: 001-0000.31128.00 - Will Call Fee (Plumbing Scope)Fee Amount:$5.00 Total Paid:$38,908.34 Conditions CONDITIONS UNDER WHICH PERMITS BECOME VOID: If construction is not begun within 6 months from the date permit was issued. If more than 5 months elapses between inspections. If incorrect information is given on the application at the time the permit was issued. Christopher Jarecki - Town of Vail Building Official NOTICE: By issuance of this Permit the applicant agrees to comply with all Titles of the Town of Vail Code and all applicable State and Federal law. Failure to do so will void this Permit and the applicant shall forfeit all applicable fees. FIRE-RESISTANCE DESIGN Assembly Usage Disclaimer BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire-resistance Ratings - ANSI/UL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design Criteria and Allowable Variances Design No. D916 July 23, 2018 Restrained Assembly Ratings — 3/4, 1, 1-1/2, 2 or 3 Hr. (See Items 1, 6, 7, 8 and 11) Unrestrained Assembly Rating — 0 Hr. (See Items 3, 4 and 4A) Unrestrained Beam Ratings — 1, 1-1/2, 2 and 3 Hr. (See Items 4, 4A, 7 and 11) This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used — See Guide BXUV or BXUV7 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Supports — 8x28 min size steel beams. Or steel joists or joist girders (not shown), composite or noncomposite. Welded or bolted to end supports. Designed per S.J.I. specifications for a max tensile stress of 30 ksi. May be either uncoated or provided with a shop coat of paint. For the 2 h or less Restrained or Unrestrained Beam Ratings, top and bottom chords shall each consist of two angles with a min total area of 0.96 and 0.77 sq in., respectively. Web members shall be either round bars or angles. Min area of the end diagonal web shall be 0.444 sq in. Min area of each of the first six interior diagonal webs shall be 0.406 sq in. All other interior webs shall have a min area of 0.196 sq in. For the 3 h Restrained or Unrestrained Beam Ratings, each of the top and bottom chords shall each consist of two angles with a min total area of 1.74 sq in. Web members shall be either round bars or angles. Min area of each of the first five end diagonal webs shall be 0.886 sq in. All other interior webs shall have a min area of 0.441 sq in. Bridging per S.J.I. specifications is required when noncomposite joists are used. For noncomposite joists, steel filler pieces of proper size, 1 to 2 in. long shall be welded to and between the top chord angles at midway between all top chord panel points. 1. Normal Weight or Lightweight Concrete — Normal weight concrete carbonate or siliceous aggregate, 3500 psi compressive strength, vibrated. Lightweight concrete, expanded shale, or slate aggregate by rotary-kiln method, or expanded clay aggregate by rotary-kiln or sintered-grate method, or pelletized expanded blast furnace slag aggregate, 3000 psi compressive strength, vibrated, 4 to 7 percent entrained air. Restrained Assembly Rating Hr Concrete (Type) Concrete Unit Weight pcf Concrete Thkns In. 1 Normal Weight 147-153 3-1/2 1-1/2 Normal Weight 147-153 4 2 Normal Weight 147-153 4-1/2 3 Normal Weight 147-153 5-1/4 3/4 or 1 (See Item 6) Lightweight 107-113 2-1/2 1 Lightweight 107-120 2-5/8 1-1/2 Lightweight 107-113 3 2 Lightweight 107-113 3-1/4 2 Lightweight 107-116 3-1/4* 2 Lightweight 114-120 3-1/2 3 Lightweight 107-113 4-3/16 3 Lightweight 114-120 4-7/16 *For use with 2 or 3 in. steel floor and form units only. 2. Welded Wire Fabric — 6x6 - W1.4xW1.4. 3. Steel Floor and Form Units* — Composite 1-1/2, 1-5/8, 2 or 3 in. deep galv units or 4-1/2 in. deep noncomposite galvanized units. Fluted units may be uncoated or phosphatized/painted. Min gauges are 22 MSG for fluted and 20/20 MSG for cellular units. The following combinations of units may be used: (1) all 18, 24, 26, 28 or 36 in. wide cellular. (2) all fluted. (3) one or two 3 in. deep, 12 in. wide, 18/18 MSG min cellular units, alternating with 3 in. deep fluted or other cellular. (4) any blend of fluted and 18, 24, 26, 28, or 36 in. wide cellular. (5) 3 in. deep, 30 in. wide cellular with 8-1/8 in. wide valley along side joints may be used when 3/8 in. diam reinforcing bars are placed 1-1/2 in. to each side of side joints and 1 in. above bottom of unit. (6) Corrugated, 1-5/16 in. deep, 30 in. wide, 24 MSG min galv units with shear wires factory welded to deck corrugations. Welded to supports 12 in. OC. through welding washers. For shear wire spacing of 8 in. or less the steel deck stress shall not exceed 20 KSI. For shear wire spacing greater than 8 in. OC. but less than or equal to 12 in. OC., steel deck stress shall not exceed 12 KSI. ASC STEEL DECK, DIV OF ASC PROFILES L L C — 32 in. wide Types NH-32, NHN-32, NHF-32; 36 in. wide Types BH-36, BHN-36, BHN-35-1/4, BHF-36, BHF-36A, 2WH-36, 2WHS-36, 2WHF-36, 2WHF-36A, 3WxH-36, 3WxHF-36, 3WxHF-36A, 3WH-36, 3WHF- 36, 3WHF-36A, 3W-36, 3WF-36, DG3W-36, DG3WF-36. All units may be galvanized or Prime Shield. Non-cellular decks may be vented designated with a "V" suffix to the product name. Cellular deck top and bottom sections may be riveted together (designated with "Fr") vs. arc spot welded, "F". CANAM STEEL CORP — 36 in. wide Type P-3623, P-3606, P- 3615 and 24 in wide Type P-2432 composite. CANAM STEEL CORP — 24 in. wide, Types 1-1/2 , 2 or 3 in. LOK- Floor and LOK-Floor Cell; 36 in. wide, Types 2 or 3 in. LOK-Floor and LOK-Floor Cell; 24 in. wide, Types N-LOK and N-LOK Cell; 24, 30 or 36 in. wide, Type 1-1/2 in. B-LOK and B-LOK Cell. KAM INDUSTRIES LTD, DBA CORDECK — QL Types, 24 in. wide 3 or 3 inverted, UKX, UKX-3, 2 in. 99, AKX, 21 or 21 inverted, 121, NKX, TKX; 24 or 30 in. wide GKX, GKXH, GKX-A; 36 in. wide 99, AKX, WKX; 24, 26, or 36 in. wide NKX; 1.5NKC, NKC, AKX, 2 or 3 in. TKC; 12 in. wide noncomposite Sec. 12; 17 in. wide 21; 26 or 28 in. wide UKX, 87.5 cm wide. Side joints of QL, 99, 121, WKX, TKX, TKC, and Metric units - QL-77-900; QLC-78-900 may be welded together 60 in. OC. Side joints of 99, AKX, WKX, GKX, GKX-A, TKX and Metric units - QL-77-900 and QLC-78-900 may be fastened together with min 1 in. long No. 12x14 self-drilling, self- tapping steel screws 36 in. OC. CHIA TEH CONSTRUCTION MATERIAL CO LTD — 24 or 36 in. wide Mac-Lok 3; 24 in. wide CFD-3. NEW MILLENNIUM BUILDING SYSTEMS L L C — 24 in. wide Types CFD-2, CFD-3; 24, 30 or 36 in. wide Type CFD-1.5; 24 or 36 in. wide Types Mac-Lok 2, Mac-Lok 3; 24 in. wide, Types B2C, B2FC, NC, NFC; 30 in. wide Type B3C; 12 in. wide Mac-Way cellular 45 MOW, 2-633 MTWA, 3-633 MTWA, 2-633MTWV, 3- 633MTWV+, 24 in. wide Type Versa-Dek. DECK WEST INC — 36 in. wide Type B-DW, Inverted B-DW, BA- DW, Inverted BA-DW, 2-DW or 3-DW. Side joints of Type 2-DW and 3-DW may be fastened together with min 1 in. long No. 12 x 14 self-drilling, self-tapping steel screws 36 in. OC. DESIGN ASSISTANCE CONSTRUCTION SYSTEMS INC — 36 in. wide Type DACS1.5CD, or 24 in. wide Type DACS2.0CD, or DACS3.0CD. EPIC METALS CORP — 24 in. wide Types EC150, ECP150, EC300, ECP300, EC366, ECP366, EC150, EC300 inverted, ECA, 30 in. wide Types ECB150, ECBR150; 36 in. wide Type EC266. HAMBRO STRUCTURAL SYSTEMS, DIV OF CANAM STEEL CORP — 36 in. wide, 1-1/2 in. Type P3615HB. The max superimposed loadings for Type P3615HB units shall not exceed 250 PSF. For single spans, the use of the units shall be limited to 5 ft 6 in., 6 ft 0 in. and 6 ft 6 in. max spans for the 22, 20 and 18 gauge units, respectively. For multiple spans, 18 gauge units may be used on a max 7 ft 6 in. spans with a max total superimposed loading of 240 PSF. KAM INDUSTRIES LTD, DBA CORDECK — 24 in. wide, Types 2 or 3 in. WDR. MARLYN STEEL DECKS INC — Type 1.5 CF, 2.0 CF or 3.0 CF. NEW MILLENNIUM BUILDING SYSTEMS L L C — Type 1.5CD, 1.5CDI, 1.5CDR, 2.0CD, or 3.0CD. Units may be phos/painted or galvanized. ROOF DECK INC — 36 in. wide Types LOK 1 1/2, LOK 1 1/2 R; 24 in. wide Types LOK-2, LOK-3. VALLEY JOIST — 24 or 36 in. wide Types WVC 1-1/2 or WVC 2. VERCO DECKING INC - A NUCOR CO — FORMLOK™ deck types PLB, B, BR, PLN3, N3, PLN, N, PLW2, W2, PLW3, W3. Units may be galvanized, phos./ptd., or mill finish. Units may be cellular or acoustical cellular, with the suffix "CD" or "CD-AC" added to the product name, respectively. All non-cellular deck may be vented or non-vented. 12 in. wide PLW2, W2, PLW3 or W3 units may be blended with 24 or in. wide PLW2, W2, PLW3 or W3 units, respectively; or Types N3, PLN3. VICWEST INC — 24 in. wide Type HB306; 32 in. wide Types HB308-INV and HB30V; 36 in. wide Types HB938, HB938CL and HB938-INV. VULCRAFT, DIV OF NUCOR CORP — 24, 30 or 36 in. wide Types 1.5VL, 1.5VLI, 1.5PLVLI, 1.5VLP, 1.5PLVLP, 1.5VLR; 24 or 36 in. wide Types 1.5VLPA, 1.5PLVLPA, 2VLI, 2.0PLVLI, 2VLJ, 2VLP, 2.0PLVLP, 2VLPA, 2.0PLVLPA, 3VLI, 3.0PLVLI, 3VLJ, 3VLP, 3.0PLVLP, 3VLPA, 3.0PLVLPA. Types 1.5VL, 1.5VLI, 1.5PLVLI, 1.5VLR, 2VLI, 2.0PLVLI, 2VLJ, 3VLI, 3.0PLVLI, 3VLJ units may be phos/ptd. 24 or 36 in. wide Types 2VLJ, 3VLJ units ++ may be used for max 2 hr Restrained Assembly Rating. Side joints of Type 1.5VL may be fastened together with min 1 in. long No. 12x14 self-drilling, self-tapping steel screws 36 in. OC max. 36 in. wide Types 1.5 SB, 1.5 SBR; 24 or 36 in wide Types 2.0 SB, 3.0 SB, 36 in. wide Type High Strength 1.5 SBI, 36 in. wide Type High Strength 1.5 SBN. Spacing of welds attaching units to supports shall be 12 in. OC for 12, 24, and 36 in. wide units, four welds per sheet for 30 in. wide units, 6 in. OC for 18 in. wide and Sec. 12 units. Unless noted otherwise, adjacent units button-punched or welded together 36 in. OC along side joints. Adjacent 18 in. wide units welded together 30 in. OC along side joints. For 3 Hr. Rating, units with overlapping type side joints welded together 24 in. OC max. When a superimposed load of 250 PSF is desired the spacing of welds or button-punches shall not exceed 24 in. OC along side joints. + 12 in. wide, 1-1/2 in. deep Mac-Way units may be blended with 24 in. wide B2C or 30 in. wide B3C units in a blend of one cell to one or more fluted units. 12 in. wide, 2 in. deep Mac-Way units may be blended with 36 in. wide Mac-Lock 2 units in a blend of one cell to one or more fluted units. 12 in. wide, 3 in. deep Mac-Way units may be blended with 36 in. wide Mac-Lock3 units in a blend of one cell to one or more fluted units. The side edge of the fluted unit is placed on the top of the side edge of the Mac-Way unit and the two are welded together with welding washers spaced a max. of 32 in. OC for Mac-Lock 2 or 3 units and a max. of 24 in. OC for the B2C or B3C units. ++ Side joints of Types 2VLJ or 3VLJ units may be fastened together with No. 8, 3/4 in. long self-drilling Tek screws driven diagonally from the top side through the joint of the units at 36 in. O. C. max. The Unrestrained Assembly Rating is equal to the Unrestrained Beam Rating for a max of 3 Hr. and is limited to the following units and limitations: (a) 1-1/2 in. deep, 24 or 36 in. wide, 22 MSG or thicker fluted with clear spans not more than 7 ft 8 in. (b) 1-1/2 in. deep, 24 or 36 in. wide, 20 MSG or thicker fluted with clear spans not more than 8 ft 8 in. (c) 1-1/2 in. deep, 24 or 36 in. wide, 16 MSG or thicker fluted and 18/18 MSG or thicker cellular with clear spans not more than 9 ft 11 in. (d) 3 in. deep, 36 in. wide, 18 MSG or thicker fluted and 24 in. wide, 20/18 MSG or thicker cellular with clear spans not more than 13 ft 2 in. 4. Spray-Applied Fire Resistive Materials* — Applied by mixing with water and spraying in one or more coats to a final thickness as shown in the tables below, in the tables below to steel beam surfaces which must be clean and free of dirt, loose scale and oil. Min avg and min ind density of 15/14 pcf respectively. Min avg and min ind density of 19/18 pcf respectively for Type 7GP and 7HD. For method of density determination, refer to Design Information Section. Restrained Assembly Rating Hr Unrestrained Assembly Rating Hr Unrestrained Beam Rating Hr Spray Applied Fire Resistive Mtl Thkns on Beam In. 1 1 1 1/2 1-1/2 1 1 1/2 1-1/2 1-1/2 1-1/2 13/16 2 1 1 1/2 2 2 2 1-1/16 3 1-1/2 1-1/2 13/16 3 3 3 1-9/16 The thicknesses of Spray-Applied Fire Resistive Materials shown in the table below are applicable when the thickness applied to the beams' lower flange edges is reduced by 1/2 that shown in the table: Restrained Assembly Rating Hr Unrestrained Assembly Rating Hr Unrestrained Beam Rating Hr Spray Applied Fire Resistive Mtl Thkns on Beam In. 1 1 1 9/16 1-1/2 1 1 9/16 1-1/2 1-1/2 1-1/2 7/8 2 1 1 9/16 2 2 2 1-3/16 3 1-1/2 1-1/2 7/8 3 3 3 1-3/4 The thicknesses of Spray-Applied Fire Resistive Materials shown in the table below are applicable when the thickness applied to the beams' lower flange edges is reduced by 1/2 that shown in the table and the beams are supporting all fluted floor or form units w/lightweight concrete only: Restrained Assembly Rating Hr Unrestrained Assembly Rating Hr Unrestrained Beam Rating Hr Spray Applied Fire Resistive Mtl Thkns on Beam In. 1 1 1 7/16+ 1-1/2 1 1 7/16+ 1-1/2 1-1/2 1-1/2 3/4 2 1 1 7/16+ 2 2 2 1 3 1-1/2 1-1/2 3/4 3 3 3 1-9/16 +Thickness applied to beams' lower flange edge to be 1/4 in. min. The thickness of material required on the steel joist for the various ratings are shown in the following table: Restrained or Unrestrained Assembly Rating Hr Unrestrained Beam Rating Hr Spray Applied Fire Resistive Mtl Thkns on Joist & Bridging In. 1 1 1-1/8 1-1/2 1-1/2 1-3/4 2 2 2-1/4 3 3 2-7/8 GCP KOREA INC — Types MK-6/CBF, MK-6/ED, MK-6/HY, MK-6s, Monokote Acoustic 1. PYROK INC — Type LD. SOUTHWEST FIREPROOFING PRODUCTS CO — Types 4, 5, 5EF, 5GP, 5MD, 7GP, 7HD, 8EF, 8GP, 8MD, 9EF, 9GP, 9MD. GCP APPLIED TECHNOLOGIES INC — Types MK-6/HY, MK-6s, RG, Monokote Acoustic 1. 4A. Alternate Spray-Applied Fire Resistive Materials* — Applied by mixing with water and spraying in one or more coats to a final thickness as shown in the tables below to steel beam surfaces which must be clean and free of dirt, loose scale and oil. When fluted steel deck is used the area between the steel deck and the beams top flange shall be sprayed min avg and min ind density of 19/18 pcf, respectively for Types 7GP, 7HD, 105. Min avg and min ind density of 22/19 pcf, respectively for Types Z-106, Z-106/G, Z-106/HY. For method of density determination, refer to Design Information Section. Restrained Assembly Rating Hr Unrestrained Assembly Rating Hr Unrestrained Beam Rating Hr Spray Applied Fire Resistive Mtl Thkns on Beam In. 1 1 1 1/2 1-1/2 1 1 1/2 1-1/2 1-1/2 1-1/2 13/16 2 1 1 1/2 2 2 2 1-1/16 3 1-1/2 1-1/2 13/16 3 3 3 1-9/16 The thicknesses of Spray-Applied Fire Resistive Materials shown in the table below are applicable when the beams are supporting all fluted floor or form units w/lightweight concrete only: Restrained Assembly Rating Hr Unrestrained Assembly Rating Hr Unrestrained Beam Rating Hr Spray Applied Fire Resistive Mtl Thkns on Beam In. 1 1 1 7/16 1-1/2 1 1 7/16 1-1/2 1-1/2 1-1/2 3/4 2 1 1 7/16 2 2 2 1 3 1-1/2 1-1/2 3/4 3 3 3 1-5/16 +Thickness applied to beams lower flange edge to be 1/4 in. min. The thickness of material required on the steel joist for the various Ratings are shown in the following table: Restrained or Unrestrained Assembly Rating Hr Unrestrained Beam Rating Hr Type of Concrete Slab Spray Applied Fire Resistive Mtl Thkns In. Joist & Bridging 1 1 NW or LW 1-1/8 1-1/2 1-1/2 NW or LW 1-3/4 2 2 NW or LW 2-1/4 3 3 NW or LW 2-7/8 GCP KOREA INC — Types Z-106, Z-106/G, Z-106/HY, Monokote Acoustic 5. SOUTHWEST FIREPROOFING PRODUCTS CO — Types 7GP, 7HD. GCP APPLIED TECHNOLOGIES INC — Types Z- 105, Z-106, Z-106/G, Z-106/HY, Monokote Acoustic 5. 4B. Alternate Spray-Applied Fire Resistive Materials — Applied by mixing with water and spraying in one or more coats to a final thickness as shown in the tables below to steel beam surfaces which must be clean and free of dirt, loose scale and oil. The thicknesses shown in the table below are applicable to beams supporting all fluted floor or form units. Min avg and min ind density of 40/36 pcf, respectively. Min avg and min ind density of 40/36 pcf respectively for Types Z-146, Z-146PC and Z- 146T cementitious mixture. Min avg and min ind density of 50/45 pcf respectively for Types Z-156, Z-156T and Z-156PC. For density determination refer to Design Information Section. Unrestrained Beam Rating Hr Restrained Assembly Rating Hr Concrete Type Spray Applied Fire Resistive Mtl Thkns on Beam In. 1 1, 1-1/2, 2 LW 9/16 1-1/2 1, 1-1/2, 2, 3 LW 7/8 1 1, 1-1/2, 2 LW 3/4 1-1/2 1, 1-1/2, 2, 3 LW 1 GCP KOREA INC — Type Z-146 investigated for exterior use GCP APPLIED TECHNOLOGIES INC — Types Z-146, Z-146T, Z146PC, Z-156, Z- 156T and Z-156PC investigated for exterior use 5. Shear-Connector Studs — Optional — Studs 3/4 in. diam by 3 in. long, for 1-1/2 in. deep form units to 5-1/4 in. long for 3 in. deep form units, headed type or equivalent per AISC specifications. Welded to the top flange of the beam through the steel form units. 6. Electrical Inserts — (Not shown) Classified as "Outlet Boxes and Fittings Classified for Fire Resistance." KAM INDUSTRIES LTD, DBA CORDECK — Preset Inserts For use with 2-1/2 in. lightweight concrete topping over QL-WKX steel floor units. Installed over factory-punched holes in floor units per accompanying installation instructions. Spacing shall not be more than one insert in each 14 sq ft. of floor area with spacing along floor units not less than 48 in. OC. The holes cut in insert cover for passage of wires shall be no more than 1/8 in. larger diam. than wire. Restrained Assembly Rating is 3/4 hr with Tapmate II-FS-1 and 1 hr with Tapmate II-FS-2 inserts. KAM INDUSTRIES LTD, DBA CORDECK — Tapmate II-FS-1, II-FS-2; Series KEB. (2) Wiremold Co. — After set Inserts. Single-service after set inserts installed per accompanying installation instructions in 2-1/2 in. diam hole core-drilled through min 3-1/4 in. thick concrete topping to top of cell of any min 3 in. deep cellular steel floor unit specified under Item 3. Spacing shall be no more than one insert in each 10 sq ft of floor area in each span with a min center to center spacing of 16 in. If the high potential and low potential raceways of the cellular steel floor unit are separated by a valley filled with concrete, the center to center spacing of the high potential and low potential single-service after set inserts may be reduced to a min of 7-1/2 in. Restrained Assembly Rating is 2 hr or less with internally protected type 436 after set insert with Type M4-, M6- or M8- Series single-service activation fitting. WIREMOLD CO — Internally protected Type 436 after set insert with Type M4-, M6- or M8- Series single-service activation fitting. 7. Mineral and Fiber Boards* — (Optional, not shown). Applied over concrete floor with no restriction on board thickness. When mineral and fiber boards are used, the unrestrained beam rating shall be increased by a minimum of 1/2 hr. See Mineral and Fiber Board (CERZ) category for names of manufacturers. 8. Roof Covering Materials* — (Optional, not shown)Consisting of materials compatible with insulations described herein which provide Class A, B or C coverings. See Built-Up Roof Covering Materials in Building Materials Directory. 9. Insulating Concrete — (not shown) Optional. Various types of insulating concrete prepared and applied in the thickness indicated: A. Vermiculite Concrete — (not shown) Optional. 1. Blend 6 to 8 cu. ft. of Vermiculite Aggregate* to 94 lb. Portland Cement and air entraining agent. Min thickness of 2 in. as measured to the top surface of the structural concrete or foamed plastic (Item 10) when it is used. ELASTIZELL CORP OF AMERICA SIPLAST INC VERMICULITE PRODUCTS INC 2. Blend 3.5 cu. ft. of Type NVC Concrete Aggregate* or Type NVS Vermiculite Aggregate* coat, 1/8 in. thickness beneath foamed plastic (Item 10) when used, 1 in. min topping thickness. SIPLAST INC VERMICULITE PRODUCTS INC Vermiculite concrete may be covered with Roof Covering Materials (Item 8). B. Cellular Concrete — Roof Topping Mixture* — concentrate mixed with water and Portland cement per manufacturers specifications. Min. thickness of 2-in. as measured to the top surface of the structural concrete or foamed plastic (Item 10A) when used. Cast dry density and 28— day min. compressive strength of 190 psi as determined with ASTM C495— 66. AERIX INDUSTRIES — Cast dry density of 37 (+ or -) 3.0 pcf. CELCORE INC — Type Celcore with cast dry density of 31 (+ or - 3.0) pcf or Type Celcore MF with cast dry density of 29 (+ or - 3.0) pcf. ELASTIZELL CORP OF AMERICA — Type II. Mix #1 of cast dry density 39 (+ or -) 3.0 pcf, Mix #2 of cast dry density 40 (+ or -) 3.0 pcf, Mix #3 of cast dry density 47 (+ or -) 3.0 pcf. C. Cellular Concrete-Roof Topping Mixture* — Concentrate mixed with water and Portland cement per manufacturers specifications. 28-day min. compressive strength of 190 psi as determined with ASTM C495-66. SIPLAST INC — Mix No. 1 or 2. Cast dry density of 32+3 (Mix No. 1) or 36+3 (Mix No. 2) pcf. D. Perlite Concrete — 6 cu ft. of Perlite Aggregate* to 94 lb of Portland Cement and 1-1/2 pt air entraining agent. Min. thickness 2 in. as measured to the top surface of structural concrete or foamed plastic (Item 10A) when it is used. See Perlite Aggregate (CFFX) in Fire Resistance Directory for names of manufacturers. E. Cellular Concrete — Roof Topping Mixture* — Foam Concentrate mixed with water, Portland Cement and UL Classified Vermiculite Aggregate per manufacturer's application instructions. Cast dry density of 33 (+ or -) 3.0 pcf and 28-day compressive strength of min 250 psi as determined in accordance with ASTM C495-86. AERIX INDUSTRIES — Mix No. 3. SIPLAST INC — Mix No. 3. F. Floor Topping Mixture* — (Optional, not shown) — Approx 4.5 gal of water to 41 lbs of NVS Premix floor topping mixture. Slurry coat 1/8 in. thickness beneath foamed plastic (Item 10) when used , 1 in. min topping thickness. SIPLAST INC Floor Topping Mixture may be covered with Built-Up or Single Membrane Roof Covering. 10. Foamed Plastic* — (optional — Not Shown) For use only with vermiculite (Item 9A) or cellular (Item 9C) concretes — Rigid polystyrene foamed plastic insulation having slots and/or holes sandwiched between vermiculite concrete slurry which is applied to the normal or lightweight concrete surface and vermiculite concrete topping (Item 9A). SIPLAST INC VERMICULITE PRODUCTS INC 10A. Foamed Plastic* — For use only with cellular concrete. Nominal 24 by 48 in. polystyrene foamed plastic insulation boards having a density of 1.0 + 0.1 pcf encapsulated within cellular concrete topping (Item 9B). Each insulation board shall contain six nominal 3 in. diameter holes oriented in two rows of three holes each with the holes spaced 12 in. OC, transversely and 16 in. OC longitudinally. See Foamed Plastic* (BRYX) category in Building Materials Directory or Foamed Plastic* (CCVW) category in Fire Resistance Directory for list of manufacturers. 11. Foamed Plastic* — (Optional, not shown). Polyisocyanurate roof insulation, applied over concrete floor with no restriction on insulation thickness. When polyisocyanurate insulation is used, the unrestrained beam rating shall be increased by a minimum of 1/2 hr. 12. Metal Lath — (Not Shown) — (Required with Z-146, Z-146T, Z146PC, Z-156, Z- 156T and Z-156PC, otherwise optional) - Metal lath may be used to facilitate the spray application of Spray-Applied Fire Resistive Materials on steel bar joist and trusses. The diamond mesh, 3/8 in. expanded steel lath, 1.7 to 3.4 lb per sq yd is secured to both sides of each steel joist with No. 18 SWG galv steel wire at joist web and bottom chord members spaced 15 in. OC max. When used, the metal lath is to be fully covered with Spray-Applied Fire Resistive. See Foamed Plastic (CCVW) category for list of manufacturers. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2018-07-23 Design/System/Construction/Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. Authorities Having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. Only products which bear UL's Mark are considered Certified. The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow-Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non-misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In UL and the UL logo are trademarks of UL LLC © 2018 All Rights Reserved. addition, the reprinted material must include a copyright notice in the following format: "© 2018 UL LLC". Product Information Hilti. Outperform. Outlast. Hilti, Inc. (U.S.) 1-800-879-8000 • www.us.hilti.com • en español 1-800-879-5000 • Hilti Firestop Systems Guide Introduction Applications and Products Selector Guide Through-Penetration Joint Reference DataFlexible Firestop Sealant (CP 606) Product description ■An acrylic based firestop sealant that provides movement capability in fire rated joints and seals through-penetrations applications Product features ■Silicone free ■Halogen, asbestos and solvent free ■Paintable ■Tested up to 33% movement with 500 cycles in accordance to UL 2079 and ASTM 1966 ■Smoke and fume resistant ■Easy clean up with water ■Single component systems available ■Meets LEED™ requirements for indoor environmental quality credit 4.1 Low Emitting Materials, Sealants and Adhesives and 4.2 Paints and Coatings Areas of application ■Sealing construction/expansion joints ■Top-of-wall joints ■Metal pipes ■Cable bundles ■HVAC penetrations For use with ■Various base materials such as masonry, concrete, gypsum, etc. ■Wall and floor assemblies rated up to 3 hours Examples ■Where a gypsum wall assembly meets the underside of a metal or concrete deck ■Sealing expansion joints to impede the passage of fire, smoke and toxic fumes ■Sealing around HVAC penetrations through fire-rated assemblies FM $33529(' Notice • Before handling, read Material Safety Data Sheet and product label for safe usage and health information. • Instructions below are general guidelines — always refer to the applicable drawing in the UL Fire Resistance Directory or Hilti Firestop Systems Guide for complete installation information • The use of backing material is recommended to control the sealant depth and help ensure assembly seal is complete Opening 1. Clean the opening. Surfaces to which CP 606 will be applied should be cleaned of loose debris, dirt, oil, wax and grease. The surface should be moisture and frost free. Application of firestop 2. Insert fill of mineral wool or backer (as required). 3. Apply firestop over backer. 4. Smooth firestop sealant with a trowel before the skin forms. Once cured, CP 606 can only be removed mechanically. 5. For maintenance reasons, a penetration seal can be permanently marked with an identification plate and fastened in a visible position next to the seal. Not for use • On areas immersed in water Storage • Store only in the original packaging in a location protected from moisture at a temperature of 40°F to 77°F (5°C to 25°C) • Observe expiration date on package Installation instructions for CP 606 1. Clean opening 2. Insert backing material compressed per UL System 3. Apply CP 606 4. Smooth CP 606 5. Fasten identification plate (if required) 1. Clean opening 2. Insert backing material 3. Apply CP 606 4. Smooth CP 606 5. Fasten identification plate (if required)JOINTDUCT FILL, VOID OR CAVITY MATERIAL FOR USE IN THROUGH-PENETRATION FIRESTOP SYSTEMS AND JOINT SYSTEMS SEE UL FIRE RESISTANCE DIRECTORY 66Y7 Technical Data* CP 606 Chemical basis Acrylic based firestop sealant Color Available in red, white and gray Application temperature 40°F to 104°F (5°C to 40°C) Skin-forming time Approx. 15 min Curing time Approx. 3 mm / 3 days Average volume shrinkage (ASTM C1241) 22.2% Movement capability Approx. 10% Temperature resistance –22°F to 176°F (–30°C to 80°C) Surface burning characteristics (ASTM E 84-96) Flame Spread: 10 Smoke Development: 0 Sound transmission classification (ASTM E 90-99) 56 (Relates to specific construction) Tested in accordance with • UL 2079 • ASTM E 814 • ASTM E 1966 • ASTM E 84 • UL 1479 • ASTM G21 *At 73°F (23°C) and 50% relative humidity Generated by REScheck-Web Software Compliance Certificate Project 1012 Eagles Nest Circle Energy Code: 2015 IECC Location: Vail, Colorado Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 9,500 ft2 Glazing Area 32% Climate Zone: 6 (9248 HDD) Permit Date: Construction Site: 1012 Eagles Nest Circle Vail, CO 81657 Owner/Agent: Designer/Contractor: Mike Suman Suman Architects 141 East Meadow Drive, Suite 211 Vail, CO 81657 michael@sumanarchitects.com Permit Number: Compliance: Passes using UA trade-off 4.0% Better Than Code Maximum UA: 2041 Your UA: 1959 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. Compliance: Envelope Assemblies Assembly Gross Area or Perimeter Cavity R-Value Cont. R-Value U-Factor UA Ceiling: Flat Ceiling or Scissor Truss 3,867 61.2 18.0 0.016 62 Wall: Wood Frame, 16" o.c. 10,881 29.8 0.0 0.049 347 Door: Solid Door (under 50% glazing) 66 0.350 23 Garage Door: Solid Door (under 50% glazing) 288 0.300 86 Door: Glass Door (over 50% glazing) 550 0.350 193 Window: Wood Frame 2,901 0.300 870 Floor: Slab-On-Grade (Heated) Insulation depth: 4.0' 438 10.0 0.684 300 Basement: Solid Concrete or Masonry Wall height: 9.6' Depth below grade: 9.6' Insulation depth: 9.6' 2,352 13.0 10.0 0.033 78 Project Title: 1012 Eagles Nest Circle Data filename: Page 1 of 2 09/13/18Report date: Name - Title Signature Date 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 2015 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Project Title: 1012 Eagles Nest Circle Data filename: Page 2 of 2 09/13/18Report date: Tripped Electric Inc Load calculation: 1012 Eagles Nest Vail, CO 220.82B1/B2/B3 82,849va 1st 10kVa=10,000va remaining @40%=29,140va Total=39,140 220.82C1 Heat with heat tape larger than A/C=13,020va Totals 39,140va+13,020va=52,160va 52,160va/240v=217amp 52,160va/208v=250amp Wire size 310.16 240v:250MCM al 3/0awg cu 208v:300MCM al 250MCM cu