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Home My WebLink AboutNCC230569_Site Plan or Location Map_202303151. Wood Studs - Nam 2 by 4 in. spaced 16 in. OC max, effectively firestopped. 2. Joints and Nail -Heads - Joints covered with joint compound and paper tape. Joint compound and paper tape may be omitted when square edge boards are used. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard with the joints reinforced with paper tape. Nailheads exposed or covered with joint compound. 3. Gypsum Board* - 518 in. thick paper or vinyl surfaced, with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels nailed 7 in. OC with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. When used in widths other than 48 in., gypsum panels are to be installed horizontally. For an alternate method of attachment of gypsum panels, refer to Items 6 through 6F, Steel Framing Members*. When Items 6, 613, 6C, 6D, ISE, or 6F, Steel Framing Members*, are used, gypsum panels attached to furring channels with 1 in. long Type S bugle -head steel screws spaced 12 in. OC- When Item 6A, Steel Framing Members*, is used, two layers of gypsum panels attached to furring channels. Base layer attached to furring channels with 1 in. long Type S bugle -head steel screws spaced 12 in. OC. Face layer attached to furring channels with 1-5/8 in. long Type S bugle -head steel screws spaced 12 in. OC. All joints in face layers staggered with joints in base layers. One layer of gypsum board attached to opposite side of wood stud without furring channels as described in Item 3. When Item 7, resilient channels are used, 5/8 in. thick, 4 ft wide gypsum panels applied vertically. Screw attached furring channels with 1 in- long, self -drilling, self -tapping Type S or S-12 steel screws spaced 8 in. OC, vertical joints located midway between studs. System No. W-L-1001 June 15,2005 F Ratings -1, 2, 3 and 4 Hr (See Items 2 and 3) T Ratings - 0, 1, 2, 3, and 4 Hr (See Item 3) L Rating At Ambient -less than 1 CFM/sgft L RatingAt 400 F - less than 1 CFM/sq ft SECTION A -A 1. Wall Assembly - The 1, 2,3 or 4 hr fire -rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Series Wall or Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Wall framing may consist of either wood studs (max 2 hr fire rated assemblies) or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC with nom 2 by 4 in. (51 by 102 mm) lumber end plates and cross braces. Steel studs to be min 3-5/8 in. (92 mm) wide by 1-3/8 in. (35 mm) deep channels spaced max 24 in. (6 10 mm) OC. B. Gypsum Board* -Nom 1/2 or 5/8 in. (13 or 16 mm) thick, 4 ft. (122 cm) wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 26 in. (660 mm). 2. Through Penetrant - One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the firestop system. The annular space between pipe, conduit or tubing and periphery of opening shall be min of 0 in. (0 mm) (point contact) to max 2 in. (51 mm). Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe - Nom 24 in. (6 10 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe - Nom 24 in. (610 mm) diam (or smaller) service weight (or heavier) cast iron soil pipe, nom 12 in. (305 mm) diam (or smaller) or Class 50 (or heavier) ductile iron pressure pipe. C. Conduit -Nom 6 in. (152 nun) diam (or smaller) steel conduit or nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing D. Copper Tubing - Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing E. Copper Pipe-Nom 6 in. (152 mm) diam (or smaller) Regular (or heavier) copper pipe. F Through Penetrating Product* - Flexible Metal Piping -The following types of steel flexible metal gas piping may be used: 1. Nom 2 in. (51 nun) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. OMEGA FLEX INC 2. Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. TITEFLEX CORP A BUNDY CO 3. Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. WARD MFG INC 3. FIII, Void or Cavity Material* - Caulk or Sealant - Min 5/8. 1-1 /4,1-7/8 and 2-1/2 in. (16, 32, 48 and 64 mm) thickness of caulk for 1, 2, 3 and 4 hr rated assemblies, respectively, applied within annulus, flush with both surfaces of wall. Min 1/4 in. (6 mm) diam bead of caulk applied to gypsum board/penetrant interface at point contact location on both sides of wall. The hourly F Rating of the firestop system is dependent upon the hourly fire rating of the wall assembly in which it is installed, as shown in the following table. The hourly T Rating of the firestop system is dependent upon the type or size ofthe pipe or conduit and the hourly fire rating of the wall assembly in which it is installed, as tabulated below: Max Pipe or Conduit Diam In. (mm) F Rating Hr T Rating Hr 1 (25) 1 or 2 0+,1 or 2 1 (25) 3 or 4 3 or 4 4(102) 1 or2 0 6(152) 3.,4 1 0 12 (305) 1 or 2 1 0 +When copper pipe is used, TRating is 0 hr. 3M COMPANY -CP 25WB+caulk or FB-3000 WT sealant, *Bearing the UL Classification Marking PROJECT LOCATION: 615AIRPORT RD ERWIN, NC 28339 TRUE NORTH (I 13 VICINITY PLAN 86COMcheck Software Version 4.1.1.0 /1 Envelope Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: HARNETT REGIONAL JETPORT NEW AIRPORT TERMINAL Location: Erwin, North Carolina Climate Zone: 4a Project Type: New Construction Vertical Glazing 1 Wall Area: 19% Construction Site: Owner/Agent: Designer/Contractor: ERWIN, NC THE WILSON GROUP PO BOX 5510 Additional Efficiency Package(s) CHARLOTTE, NC 28299 Reduced interior lighting power. Requirements are implicitly enforced within interior lighting allowance calculations. Building Area Floor Area 1-GA TERMINAL (Transportation) : Nonresidential 6924 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factorm Perimeter Floor 1: Slab-On-Grade:Unheated, [Bldg. Use 1 - GA TERMINAL] (c) Roof 1: Attic Roof with Wood Joists, [Bldg. Use 1 - GA TERMINAL] NORTH Exterior Wall 1: Wood -Framed, 16" o.c., [Bldg. Use 1 - GA TERMINAL] Window 1: Metal Frame with Thermal Break:Fixed, Perf. Specs.: Product ID NA, SHGC 0.30, [Bldg. Use 1 - GA TERMINAL] (b) Window 2: Metal Frame with Thermal Break:Fixed, Perf. Specs.: Product ID NA, SHGC 0.30, PF 1.25, [Bldg. Use 1 - GA TERMINAL] (b) Window 3: Metal Frame with Thermal Break:Fixed, Perf. Specs.: Product ID NA, SHGC 0.30, PF 0.25, [Bldg. Use 1 - GA TERMINAL] (b) Door 1: Glass (> 50% glazing):Metal Frame, Entrance Door, Perf. Specs.: Product ID NA, SHGC 0.30, [Bldg. Use 1 - GA TERMINAL] (b) EAST Exterior Wall 2: Wood -Framed, 16" o.c., [B!dg. Use 1 - GA TERMINAL] Window 4: Metal Frame with Thermal Break:Fixed, Perf. Specs.: Product ID NA, SHGC 0.30, PF 0,25, [Bldg. Use 1 - GA TERMINAL] (b) Window 5: Metal Frame with Thermal Break:Fixed, Perf. Specs.: Product ID NA, SHGC 0.30, PF 0.80, [Bldg. Use 1 - GA TERMINAL] (b) Door 2: Glass (> 50% glazing):Metal Frame, Entrance Door, Perf. Specs.: Product ID NA, SHGC 0.30, [Bldg. Use 1 - GA TERMINAL] (b) SOUTH Exterior Wall 3: Wood -Framed, 16" o.c., [Bldg. Use 1 - GA TERMINAL] Window 6: Wood Frame:Fixed, Pert. Specs.: Product ID NA, SHGC 0.30, [Bldg. Use 1 - GA TERMINAL] (b) Window 7: Metal Frame with Thermal Break:Fixed, Perf. Specs.: 310 --- --- 0.730 0.540 6148 30.0 5.0 0.029 0.027 Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factorm Perimeter Product ID NA, SHGC 0.30, PF 1. 25, [Bldg. Use 1 - GA TERMINAL] (b) Window 8: Metal Frame with Thermal Break:Fixed, Perf. Specs.: 200 --- 0.300 0.380 Product ID NA, SHGC 0.30, PF 0.25, [Bldg. Use 1 - GA TERMINAL] (b) Door 3: Glass (> 50% glazing):Metal Frame, Entrance Door, Perf. 64 --- --- 0.300 0,770 Specs.: Product ID NA, SHGC 0.30, [Bldg. Use 1 - GA TERMINAL] (b) WEST Exterior Wall 7: Wood -Framed, 16" o.c., [Bldg. Use 1 - GA TERMINAL] 2507 15.0 0.0 0.083 0.064 Window 9: Metal Frame with Thermal Break:Fixed, Perf. Specs.: 24 --- --- 0.300 0.380 Product ID NA, SHGC 0.30, PF 0.25, [Bldg. Use 1 - GA TERMINAL] (b) Door 4: Glass (> 50% glazing):Metal Frame, Entrance Door, Perf. 48 --- --- 0.300 0.770 Specs.: Product ID NA, SHGC 0.30, (Bldg. Use 1 - GA TERMINAL] (b) (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. (b) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. (c) Slab -On -Grade proposed and budget U-factors shown in table are F-factors. Envelope Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application, The proposed envelope systems have been designed to meet the 2018 IECC requirements in COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. +4-Rl �1t-NES"C � � 9��Oj�q Name Title Signat re Date HARNETT REGIONAL JETPORT NEW TERMINAL BUILDING WBS NO. 36237.25.15.1 /GP�up 0� 'I?ECTc, �Q W O 8,51140 SO ARCHITECT THE WILSON GROUP P O BOX 5510 CHARLOTTE, NC 28299 (704) 331-9747 PROJECT MANAGER I CIVIL ENGINEER TALBERT & BRIGHT 4810 SHELLEY DRIVE WILMINGTON, NC 28405 (910) 763-5350 FIRM NO.: C-0713 STRUCTURAL ENGINEER STEWART 101 N. TRYON ST., SUITE 1400 CHARLOTTE, NC 28202 (704) 909-3523 FIRM NO.: C-1051 MECHANICAL, ELECTRICAL, PLUMBING & FIRE PROTECTION ENGINEER SABER ENGINEERING 2923 S. TRYON ST., SUITE 280 CHARLOTTE, NC 28203 (704) 373-0068 FIRM NO.: C-2130 IT / SECURITY VERTEX TECHNOLOGY CONSULTANTS 4700 LEBANON RD. SUITE A-1 CHARLOTTE, NC 28227 (980) 272-9500 REVISIONS 1713 15.0 0.0 0.083 0,064 192 --- 0.300 0.380 208 --- 0.300 0.380 188 --- 0.300 0,380 64 --- --- 0.300 0,770 2654 15.0 0.0 0.083 0.064 64 --- --- 0.300 0.380 123 --- --- 0.300 0.380 DATE SEPTEMBER 9, 2022 48 --- --- 0.300 0.770 PROJECT NUMBER 9189-000 1713 15.0 0.0 0.083 0.064 SHEET TITLE 256 --- --- 0.300 0.380 ENERGY CODE 122 --- --- 0.300 0.380 AND UL DETAILS Project Title: HARNETT REGIONAL JETPORT NEW AIRPORT TERMINAL Report date: 09/27/19 Data filename: P:19189_Harnett County Airport\Drawings\Architectural\ComCheck\9189-ComCheck.cck Page 1 of 10 1 ULASSEMBLIES $ COMICHECK Project Title: HARNETT REGIONAL JETPORT NEW AIRPORT TERMINAL Report date: 09/27/19 Data filename: P:\9189-Harnett County Airport\Drawings\Architectural\ComCheck\9189-ComCheck.cck Page 2 of 10 G�003 SHEET NUMBER