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HomeMy WebLinkAboutB05-0095 Plansthe mj mueller co., inc.਍ഀ 3 November 2005਍ഀ Pam Hopkins਍ഀ SNOWDON & HOPKINS ARCHITECTS, P.C.਍ഀ Po Box 3340਍ഀ Vail, Colorado 81658਍ഀ Subject: Rough Framing Inspection਍ഀ The Vail Townhouse Condominiums, Units 4A, 4B, 5A and 5B਍ഀ Vail, Colorado਍ഀ Dear Pam:਍ഀ At the request of the Town of Vail Building Department, this office has been asked to਍ഀ review the following items (see updated structural plans and specifications dated 14਍ഀ September 2005):਍ഀ a) INVERTED T4A , ;_Pn~਍ഀ The cantilevered deck framing of Units 4B and 5B are shown with inverted "TF"਍ഀ hangers (see Second Level Framing Plan, sheet S3). The deck was framed with਍ഀ the hangers non-inverted.਍ഀ The 2 inverted hanger condition between 3-VL 1 3/4x 11 7/8 and 2-VL 1 3/4 x 11਍ഀ 7/8 rim beam using Simpson HWU 5.50/11.88 as constructed are capable of਍ഀ supporting the uplift design forces.਍ഀ The 3 inverted hangers closer to Grid A (see Second Level Framing Plan, sheet਍ഀ S3) must be customized to support the design uplift forces. Replace the 4-16d਍ഀ spikes into the top of the top flange of the hanger with 4-3/8" diameter x 4" lag਍ഀ bolts.਍ഀ b) HEADER OVER EXISTING MASONRY WALLS਍ഀ The masonry wall beneath the cantilevered deck was not tall enough to bear the਍ഀ framed deck above. Second Level Framing Plan (Sheet S3) references 2-VL 1 3/4਍ഀ x 5 continuous between the masonry and the framing. The 5" deep VL was਍ഀ actually constructed with 7" deep VL discontinuous at the party wall. 2 large਍ഀ notches were cut into the VL beams at the party wall. The constructed condition਍ഀ acts like a cantilever over the entry doors rather than the simple spans intended in਍ഀ the structural design. Review of the 7" VL beams in a cantilevered condition਍ഀ requires 4-7" deep VL rather than the 2-5" VL previously specified.਍ഀ civil architectural and structural engineering 0 p.o. box 2747 vail, colorado 81658 476-2627 476-2637 (FAX)਍ഀ Page 2਍ഀ Pam Hopkins਍ഀ 3 November 2005਍ഀ c) DECK LEDGER਍ഀ Second Level Framing Plan references the ledger for the cantilevered deck as 2਍ഀ VL 1 3/4 x 11 7/8. The plans previous to the 14 September 2005 updated set਍ഀ indicated a 2-2x 12 ledger as constructed. The change as previously made was਍ഀ incorrect. The 2-2x 12 ledger as constructed is adequate for the design loading਍ഀ conditions.਍ഀ The items previously described will be incorporated into the structural plans and਍ഀ specifications. Completion of these items addresses the current Inspection Report as਍ഀ presented by the Town of Vail Building Department. If you have any questions਍ഀ regarding this report, or the balance of the project, please contact this office at the phone਍ഀ number shown on the cover sheet.਍ഀ ~mcereiy yours,਍ഀ , INC.਍ഀ cc: Mr. Jay Gilbert-GEORGE SHAEFFER CONSTRUCTION COMPANY਍ഀ President਍ഀ I਍ഀ k਍ഀ COLUMNS, NONCOMBUSTIBLE਍ഀ GA FILE NO. CM 1450 GENERIC਍ഀ 1 HOUR਍ഀ GYPSUM WALLBOARD, STEEL COLUMN COVER਍ഀ FIRE਍ഀ Base layer 1/2" type X gypsum wallboard applied around TS4x4x0.188 tube steel column਍ഀ -਍ഀ and held in place with paper masking tape. Second layer 1/2" type X gypsum਍ഀ wallboard applied around column and held in place with paper masking tape. Face਍ഀ layer either No. 24 MSG galvanized steel column cover consisting of two L-shaped਍ഀ sections with snap-lock sheet steel joints or No. 22 MSG galvanized steel column਍ഀ covers consisting of two L-shaped sections with lap joints fastened with No.8x1/2"਍ഀ sheet metal screws 12" o.c.਍ഀ ਍ഀ Fire Test: U5 (1 6), 71 NK2639,਍ഀ 12-23-75;਍ഀ U>/ fiu-~p਍ഀ UL NC505, 77NK1518;਍ഀ UL Design X526਍ഀ rW਍ഀ GA FILE NO. CM,1.451 GENERIC਍ഀ 1 HOUR਍ഀ GYPSUM WALLBOARD, STEEL COLUMN COVER਍ഀ FIRE਍ഀ Base layer 1/2" type X gypsum wallboard applied around TS4x4x0r.188 tube steel column਍ഀ and held in place with paper masking tape. Second layer either No. 24 MSG਍ഀ galvanized steel column cover consisting of two L-shaped sections with snap-lock਍ഀ sheet steel joints or No. 22 MSG galvanized steel column covers consisting of two L-਍ഀ shaped sections with lap joints fastened with No.8x1/2" sheet metal screws 12" o.c.਍ഀ Face layer 1/2" type X gypsum wallboard applied without horizontal joints to column਍ഀ cover with 1" Type S drywall screws 8" o.c. spaced 1" from vertical edges. Metal਍ഀ comerbead attached to all comers with 1" type S drywall screws 12" o.c.਍ഀ Fire Test: UL NC505-(1-6), 71NK2639,਍ഀ 12-23-75;਍ഀ UL NC505, 77NK1518;਍ഀ UL Design X526਍ഀ GA FILE NO. CM 1600 GENERIC਍ഀ 1 HOUR਍ഀ GYPSUM WALLBOARD, STEEL COLUMN COVER਍ഀ FIRE਍ഀ Base layer 1/2" type X gypsum wallboard applied around W6x15.5 column and held in਍ഀ place with paper masking tape. Second layer 1/2" type X gypsum wallboard applied਍ഀ around column and held in place with paper masking tape. Face layer either No. 24਍ഀ MSG galvanized steel column cover consisting of two L-shaped sections with snap-਍ഀ lock sheet steel joints or No. 22 MSG galvanized steel column covers consisting of਍ഀ H਍ഀ two L-shaped sections with lap joints fastened with No.8x1/2" sheet metal screws 12"਍ഀ O.C.਍ഀ ਍ഀ Fire Test: UL NC505-(1-6), 71NK2639,਍ഀ 12-23-75;਍ഀ UL NC505, 77NK1518;਍ഀ UL Design X526਍ഀ GA FILE NO CM.1601 GENERIC਍ഀ 1 HOUR਍ഀ GYPSUM WALLBOARD, STEEL COLUMN COVER਍ഀ FIRE਍ഀ Base layer 1/2" type X gypsum wallboard applied around W6x15.5 column and held in਍ഀ place with paper masking tape. Second layer either No. 24 MSG galvanized steel਍ഀ column cover consisting of two L-shaped sections with snap-lock sheet steel joints or਍ഀ No. 22 MSG galvanized steel column covers consisting of two L-shaped sections with਍ഀ lap joints fastened with No.8x1/2" sheet metal screws 12" o.c. Face layer 1/2" type X਍ഀ `਍ഀ gypsum wallboard applied without horizontal joints to column cover with 1" Type S਍ഀ drywall screws 8" o.c. spaced 1" from vertical edges. Metal cornerbead attached to all਍ഀ comers with 1" type S drywall screws 12" o.c.਍ഀ Fire Test: UL NC505-(1-6), 71NK2639,਍ഀ 12-23-75;਍ഀ ਍ഀ UL NC505, 77NK1518;਍ഀ UL Design X526਍ഀ GA-600-2000 t Contact the manufacturer for more detailed information on proprietary products.਍ഀ 117਍ഀ System No. F-C-2241਍ഀ September 03, 2004਍ഀ F Rating -1 Hr਍ഀ T Rating - 0 Hr਍ഀ A਍ഀ `o਍ഀ A਍ഀ Section A-A਍ഀ N਍ഀ d਍ഀ 0■਍ഀ v਍ഀ now਍ഀ C਍ഀ ■਍ഀ O਍ഀ it਍ഀ Floor-Ceiling Assembly - The 1 hr fire-rated solid or trussed਍ഀ lumber joist floor-ceiling assembly shall be constructed of the਍ഀ materials and in the manner specified in the individual L500਍ഀ Series Floor-Ceiling Designs in the UL Fire Resistance Directory.਍ഀ The general construction details of the floor-ceiling assembly are਍ഀ summarized below:਍ഀ A. Flooring System - Lumber or plywood subfloor with finish਍ഀ floor of lumber, plywood or Floor Topping Mixture* as਍ഀ specified in the individual Floor-Ceiling Design. diam of਍ഀ opening shall min 5/8 in. (16 mm) to max 1-1/8 in. (29 mm)਍ഀ larger than nom pipe diam.਍ഀ B. Wood Joists - Nom 10 in. (254 mm) deep (or deeper) lumber,਍ഀ steel or combination lumber and steel joists, trusses or਍ഀ Structural Wood Members* with bridging as required and਍ഀ with ends firestopped.਍ഀ C. Gypsum Board* - Nom 4 ft (1219 mm) wide by 5/8 in. (16਍ഀ mm) thick as specified in the individual Floor-Ceiling Design.਍ഀ diam of opening shall min 5/8 in. (16 mm) to max 1-1/8 in.਍ഀ (29 mm) larger than nom pipe diam.਍ഀ Chase Wall - (Optional, not. shown) - The through penetrants਍ഀ (Item No. 2) may be routed through a fire-rated single, double or਍ഀ staggered wood stud/gypsum board chase wall having a fire਍ഀ rating consistent with that of the floor-ceiling assembly The chase਍ഀ wall shall be constructed of the materials and in the manner਍ഀ specified in the individual U300 Series Wall and Partition Designs਍ഀ in the UL Fire Resistance Directory and shall include the following਍ഀ construction features:਍ഀ A. Studs - Nom 2 by 6 in. (51 by 152 mm) or double nom 2 by਍ഀ 4 in. (51 by 102 mm) lumber studs.਍ഀ B. Sole Plate - Nom 2 by 6 in. (51 by 152 mm) or parallel 2 by਍ഀ 4 in. 51 by (102 mm) lumber plates, tightly butted. diam of਍ഀ opening shall min 5/8 in. (16 mm) to max 1-1/8 in. (29 mm)਍ഀ larger than nom pipe diam.਍ഀ C. Top Plate - The double top plate shall consist of two nom 2 by਍ഀ 6 in. (51 by 152 mm) or two sets of parallel 2 by 4 in. (51 by਍ഀ 102 mm) lumber plates, tightly butted. diam of opening shall਍ഀ min 5/8 in. (16 mm) to max 1-1/8 in. (29 mm) larger than਍ഀ nom pipe diam.਍ഀ D. Gypsum Board* - Thickness, type, number of layers and਍ഀ fasteners shall be as specified in individual Wall and Partition਍ഀ Design.਍ഀ Through Penetrants - One nonmetallic pipe or conduit installed਍ഀ eccentrically or concentrically within opening. Annular space਍ഀ between penetrant and periphery of opening to be min 0 in. (point਍ഀ contact) to max 1-1/8 in. (0 to max 29 mm) Penetrant to be rigidly਍ഀ supported on both sides of wall. The following types and sizes of਍ഀ penetrants may be used:਍ഀ A. Polyvinyl Chloride (PVC) Pipe - Nom 2 in. (51 mm) diam (or਍ഀ smaller) Schedule 40 solid core or cellular core PVC pipe for਍ഀ use in closed (process or supply) or vented (drain, waste or਍ഀ vent) piping systems.਍ഀ B. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 2 in.਍ഀ (51 mm) diam (or smaller) SDR13.5 CPVC pipe for use in਍ഀ closed (process or supply) piping systems.਍ഀ C. Rigid Nonmetallic Conduit+ - Nom 2 in. (51 mm) diam (or਍ഀ smaller) Schedule 40 PVC conduit installed in accordance with਍ഀ Article 347 of the National Electrical Code (NFPA No. 70).਍ഀ D. Acrylonitrile Butadiene Styrene (ABS) Pipe - Nom 1-1 /2 in.਍ഀ (38 mm) diam (or smaller) Schedule 40 solid core or cellular਍ഀ 1.1਍ഀ 2.਍ഀ 3M Fire Protection Products਍ഀ core ABS pipe for use in closed (process or supply) or vented਍ഀ (drain, waste or vent) piping systems.਍ഀ 3. Fill, Void or Cavity Materials* - Caulk or Sealant - Min 3/4 in.਍ഀ (19 mm) thickness of caulk applied within annulus, flush with top਍ഀ surface of floor or sole plate. Min 5/8 in. (16 mm) thickness of਍ഀ caulk applied within annulus, flush with bottom surface of ceiling਍ഀ or top plate. Min 1/4 in. (6 mm) diam bead of caulk applied at਍ഀ point contact locations at penetrant/floor or sole plate interface on਍ഀ top surface of floor or sole plate and at penetrant/ceiling or top਍ഀ plate interface.਍ഀ 3M COMPANY - IC 15WB, CP 25WB+ caulk or਍ഀ FB-3000 WT sealant਍ഀ *Bearing the UL Classification Mark਍ഀ System No. C-AJ-3030਍ഀ September 03, 2004਍ഀ (Formerly System No. 320)਍ഀ F Ratings -1-1 /2, 2 and 3 Hr (See Item 5)਍ഀ T Rating - 0 Hr਍ഀ L Rating At Ambient -129 CFM/sq ft਍ഀ L Rating At 400 F - 92 CFM/sq ft਍ഀ F--- A਍ഀ v਍ഀ A v SECTION A-A਍ഀ 1. Floorhor Wall Assembly - Min 2-1/2 in. thick lightweight or਍ഀ normal weight (100-150 pcf) concrete. Wall may also be਍ഀ constructed of any UL Classified Concrete Blocks*. Max diam of਍ഀ opening is 8 in਍ഀ See Concrete Blocks (CAZT) category in the Fire Resistance਍ഀ Directory for names of manufacturers.਍ഀ 2. Sleeve (Optional) - Nom 8 in. diam (or smaller) Schedule 40 (or਍ഀ heavier) steel pipe or nom 6 in. diam (or smaller) Schedule 40਍ഀ polyvinyl chloride (PVC) pipe cast into floor or wall assembly.਍ഀ Sleeve to be flush with or project max 2 in. from top surface of਍ഀ floor or both surfaces of wall. When PVC sleeve is used, max cable਍ഀ conductor size is No. 12 AWG.਍ഀ 3. Cables - Aggregate cross-sectional area of cables to be min 10਍ഀ percent to max 40 percent of the cross-sectional area of the਍ഀ opening. Cables to be rigidly supported on both sides of the floor਍ഀ or wall assembly. Any combination of the following types and਍ഀ sizes of cables may be used:਍ഀ A. Max 1000 kcmil single-conductor copper or aluminum power਍ഀ cable; cross-linked polyethylene insulation.਍ഀ B. Max No. 2/0 AWG multi-conductor copper or aluminum਍ഀ power cables; cross-linked polyethylene, polyvinyl chloride,਍ഀ neoprene rubber, hypalon or silicone rubber insulation and਍ഀ jacket materials.਍ഀ C. Max No. 12 AWG multi-conductor copper control cables;਍ഀ cross-linked polyethylene, polyvinyl chloride, neoprene਍ഀ rubber, hypalon or silicone rubber insulation and jacket਍ഀ materials.਍ഀ D. Max 400 pair No. 24 AWG copper telephone cables; polyvinyl਍ഀ chloride insulation and jacket materials.਍ഀ E. Multiple fiber optical communication cable jacketed with PVC਍ഀ and having a max outside diam of 5/8 in਍ഀ F. Max 200 pair No. 22 AWG (or smaller) copper conductor with਍ഀ polyvinyl chloride (PVC) insulation and jacketing material.਍ഀ G. Max 3/C No. 3/0 AWG (or smaller) copper or aluminum਍ഀ conductor SER cables with PVC insulation and jacket.਍ഀ H. Max 3/C No. 2/0 AWG (or smaller) copper conductor PVC਍ഀ jacketed aluminum clad or steel clad TECK 90 cable.਍ഀ 1. Max 3/C with ground No. 8 AWG (or smaller) copper਍ഀ conductor NM cable with PVC insulation and jacket.਍ഀ J. 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Polyvinyl Chloride (PVC) Pipe - Nom 4 in. (102 mm) diam਍ഀ (or smaller) Schedule 40 solid core PVC pipe for use in closed਍ഀ (process or supply) or vented (drain, waste or vent) piping਍ഀ system.਍ഀ B. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 4 in.਍ഀ (102 mm) diam (or smaller) SDR13.5 CPVC pipe for use in਍ഀ closed (process or supply) piping systems.਍ഀ C. Cellular Core Polyvinyl Chloride (ccPVC) Pipe - Nom 4 in.਍ഀ (102 mm) diam (or smaller) Schedule 40 cellular core PVC਍ഀ pipe for use in closed (process or supply) or vented (drain,਍ഀ waste or vent) piping system.਍ഀ D. Acrylonitrile Butadiene Styrene (ABS) Pipe - Nom 4 in.਍ഀ (102 mm) diam (or smaller) Schedule 40 solid core ABS pipe਍ഀ for use in closed (process or supply) or vented (drain, waste or਍ഀ vent) piping system.਍ഀ E. Cellular Core Acrylonitrile Butadiene Styrene (ccABS) Pipe਍ഀ - Nom 4 in. (102 mm) diam (or smaller) Schedule 40 cellular਍ഀ core ABS pipe for use in closed (process or supply) or vented਍ഀ (drain, waste or vent) piping system.਍ഀ Branch Piping (Optional) - One nonmetallic pipe to be connected਍ഀ to through penetrant (Item 3) and installed within opening in਍ഀ subfloor or wallboard plate. The annular space between pipe and਍ഀ periphery of opening shall be min 0 in. (point contact) to max਍ഀ 1/2 in. (0 mm to max 13 mm). Pipe may be installed with਍ഀ continuous point contact. Branch piping may terminate in a max 3਍ഀ in. diam toilet flange, which corresponds to the type of branch਍ഀ piping.The following types and sizes of nonmetallic pipes may be਍ഀ used:਍ഀ Section A-A਍ഀ A. Polyvinyl Chloride (PVC) Pipe - Nom 3 in. (76 mm) diam (or਍ഀ smaller) Schedule 40 solid core PVC pipe for use in closed਍ഀ (process or supply) or vented (drain, waste or vent) piping਍ഀ system.਍ഀ B. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 3 in.਍ഀ (76 mm) diam (or smaller) SDR13.5 CPVC pipe for use in਍ഀ closed (process or supply) piping systems.਍ഀ C. Cellular Core Polyvinyl Chloride (ccPVC) Pipe - Nom 3 in.਍ഀ (76 mm) diam (or smaller) Schedule 40 cellular core PVC pipe਍ഀ for use in closed (process or supply) or vented (drain, waste or਍ഀ vent) piping system.਍ഀ D. Acrylonitrile Butadiene Styrene (ABS) Pipe - Nom 3 in.਍ഀ (76 mm) diam (or smaller) Schedule 40 solid core ABS pipe for਍ഀ use in closed (process or supply) or vented (drain, waste or਍ഀ vent) piping systems.਍ഀ E. Cellular Core Acrylonitrile Butadiene Styrene (ccABS) Pipe਍ഀ - Nom 3 in. (76 mm) diam (or smaller) Schedule 40 cellular਍ഀ core ABS pipe for use in closed (process or supply) or vented਍ഀ (drain, waste or vent) piping system.਍ഀ Fill, Void or Cavity Materials* - Caulk or Sealant - Min 3/4 in.਍ഀ (19 mm) thickness of caulk applied within annular space around਍ഀ perimeter of through penetrant (Item 3), flush with top surface of਍ഀ floor or sole plate and flush with bottom surface of top plate. Min਍ഀ 3/4 in. (19 mm) thickness of caulk applied within annular space਍ഀ around perimeter of branch piping (Item 4), flush with top surface਍ഀ of floor. Min 1/2 in. (13 mm) diam bead applied at the pipe/floor਍ഀ interface and the pipe/wallboard or plate interface.਍ഀ 3M COMPANY - CP 25WB+, IC 15WB, FireDam 150+caulk਍ഀ or FB-3000 WT sealant਍ഀ *Bearing the UL Classification Marking਍ഀ System No. F-C-2240਍ഀ September 03, 2004਍ഀ F Rating -1 Hr਍ഀ T Rating -1 Hr਍ഀ A 2਍ഀ 1 3਍ഀ 2਍ഀ 18਍ഀ 3਍ഀ 1C 3਍ഀ A਍ഀ 1. Floor-Ceiling Assembly - The 1 hr fire-rated solid or trussed਍ഀ lumber joist floor-ceiling assembly shall be constructed of the਍ഀ materials and in the manner specified in the individual L500਍ഀ Series Floor-Ceiling Designs in the UL Fire Resistance Directory.਍ഀ The general construction details of the floor-ceiling assembly are਍ഀ summarized below:਍ഀ A. Flooring System - Lumber or plywood subfloor with finish਍ഀ floor of lumber, plywood or Floor Topping Mixture* as਍ഀ specified in the individual Floor-Ceiling Design. Max diam of਍ഀ opening is 2 in. (51 mm).਍ഀ B. Wood Joists - Nom 10 in. (254 mm) deep (or deeper) lumber,਍ഀ steel or combination lumber and steel joists, trusses or਍ഀ Structural Wood Members* with bridging as required and਍ഀ with ends. firestopped.਍ഀ C. Gypsum Board* - Nom 4 ft (122 cm) wide by 5/8 in. (16 mm)਍ഀ thick as specified in the individual Floor-Ceiling Design. Max਍ഀ diam of opening is 2 in. (51 mm).਍ഀ 1.1 Chase Wall (Optional, not shown) - The through penetrants (Item਍ഀ No. 2) may be routed through a fire-rated single, double or਍ഀ staggered wood stud/gypsum board chase wall having a fire਍ഀ rating consistent with that of the floor-ceiling assembly. The chase਍ഀ wall shall be constructed of the materials and in the manner਍ഀ specified in the individual U300 Series Wall and Partition Designs਍ഀ in the UL Fire Resistance Directory and shall include the following਍ഀ construction features:਍ഀ A. Studs - Nom 2 in. by 6 in. (51 nun by 152 mm) or double nom਍ഀ 2 in. by 4 in. (51 mm by 102 mm) lumber studs.਍ഀ B. Sole Plate - Nom 2 in. by 6 in. (51 mm by 152 mm) or parallel਍ഀ 2 in. by 4 in. (51 mm by 102 mm) lumber plates, tightly butted.਍ഀ Max diam of opening is'2 in. (51 mm).਍ഀ C. Top Plate - The double top plate shall consist of two nom 2 in.਍ഀ by 6 in. (51 mm by 152 mm) or two sets of parallel 2 by 4 in.਍ഀ 2 in. by 4 in. (51 mm by 102 nun) lumber plates, tightly butted.਍ഀ Max diam of opening is 2 in. (51 mm).਍ഀ D. Gypsum Board* - Thickness, type, number of layers and਍ഀ fasteners shall be as specified in individual Wall and Partition਍ഀ Design.਍ഀ Crosslinked Polyethylene (PEX) Tubing - One nom 1 in. (25 mm)਍ഀ diam (or smaller) SDR 9 PEX tubing for use in closed (process or਍ഀ supply) piping systems. Tubing installed concentrically or਍ഀ eccentrically within opening. Annular space between tubing and਍ഀ periphery of opening to be min 0 in. (point contact) to max 3/4 in.਍ഀ (0 mm to max 19 mm). Tubing to be rigidly supported on both਍ഀ sides of floor-ceiling.਍ഀ Fill, Void or Cavity Materials* - Caulk or Sealant - Min 3/4 in.਍ഀ (19 nun) thickness of caulk applied within annulus, flush with top਍ഀ surface of floor or sole plate. Min 5/8 in. (16 mm) thickness of਍ഀ caulk applied within annulus, flush with bottom'surface of ceiling਍ഀ or top plate. Min 1 /4 in. (6 mm) diam bead of caulk applied at਍ഀ point contact locations at tubing/floor or sole plate interface on਍ഀ top surface of floor or sole plate and at tubing/ceiling or top plate਍ഀ interface.਍ഀ 3M COMPANY - IC 15WB, CP 25WB+ caulk or਍ഀ FB-3000 WT sealant਍ഀ *Bearing the UL Classification Marking਍ഀ C਍ഀ 2਍ഀ ■਍ഀ rt਍ഀ w਍ഀ N਍ഀ A complete listing of application details and technical information਍ഀ If.਍ഀ F-1਍ഀ L-A਍ഀ BEAMS, GIRDERS, AND TRUSSES, NONCOMBUSTIBLE'਍ഀ GA FILE NO. BM 1137 PROPRIETARY 1਍ഀ 1 HOUR਍ഀ STEEL FRAME, GYPSUM WALLBOARD਍ഀ L FIRE਍ഀ Base layer 1/2" proprietary type X gypsum wallboard applied to beam cage with 1 " Type S-਍ഀ 12 drywall screws 12" o.c. Face layer 1/2" proprietary type X gypsum wallboard applied਍ഀ to beam cage with 15/e" Type S-12 drywall screws 12" o.c. Joints offset from base layer਍ഀ joints.਍ഀ Beam cage fabricated from No. 24 gage 7/e" x 13/8" steel angles screw attached to steel਍ഀ -਍ഀ joists at beam top flange and No. 25 gage 21/2" steel runners hooked over beam lower਍ഀ flange and supporting 15/e" steel studs 24" o.c. Minimum beam size W8x15. (One hour਍ഀ unrestrained beam.)਍ഀ PROPRIETARY GYPSUM BOARD਍ഀ American Gypsum Company 1/2" FIREBLOC TYPE C਍ഀ Celotex Corporation 1/2" Fl-ROK PLUST"'਍ഀ Continental Gypsum 1਍ഀ "਍ഀ @਍ഀ Fire Test: UL R1319-133, 7-16-75;਍ഀ /2਍ഀ MoreRock਍ഀ FireBars Type C਍ഀ Based on UL R3660-7 & -8,਍ഀ G-P Gypsum (CGTC-C)਍ഀ 1/2" GyProc@ Fireguard਍ഀ C਍ഀ 11-12-87;਍ഀ UL Design L524਍ഀ a਍ഀ _਍ഀ James Hardie Gypsum 1/2" Hardirocko Brand Max "C"਍ഀ Gypsum Panels਍ഀ Lafarge Gypsum - ?/2" Firechecko Type C਍ഀ ਍ഀ `਍ഀ > VV_ow D w4 1Up A50-਍ഀ Temple-Inland Forest Products Corporation - 1/2" TG-C਍ഀ United States G਍ഀ sum C਍ഀ 1਍ഀ "਍ഀ ~਍ഀ Av "D L u਍ഀ yp਍ഀ ompany -਍ഀ /2਍ഀ SHEETROCKo Brand Gypsum਍ഀ Panels, FI਍ഀ r1਍ഀ /yV/L~- bN਍ഀ GA FILE NO. BM 2120 - ' GENERIC਍ഀ 2 HOUR਍ഀ STEEL FRAME, GYPSUM WALLBOARD਍ഀ FIRE਍ഀ Base layer 5/a" type X gypsum wallboard or gypsum veneer base applied to beam cage with਍ഀ 11/4" Type S drywall screws 16" o.c. Face layer 5/e" type X gypsum wallboard or gypsum਍ഀ a਍ഀ veneer base applied to beam cage with 13/4' Type S drywall screws 8" o.c.਍ഀ _਍ഀ Beam cage fabricated from horizontally installed steel angles (25 gage steel having 1" and਍ഀ 2" legs) located not less than 1/2" from beam flanges. 1 " legs of the upper angles secured਍ഀ to steel deck units with 1/2" Type S pan head screws 12" o.c. "U" shaped brackets formed਍ഀ of 25 gage "U" shaped steel channels (111/16" wide with 1 " legs) 24" o.c. suspended from਍ഀ upper angles with 1/2" Type S pan head screws and supported 1" x 2" angles at lower਍ഀ corners attached to brackets with 1/2" Type S pan head screws. Outside corners of਍ഀ gypsum board protected by 0.020" thick steel corner beads crimped or nailed. Minimum਍ഀ beam size W8x24. (Two hour restrained or unrestrained beam.)਍ഀ Fire Test: UL R4024-5, 9-14-66,਍ഀ UL Design N501;਍ഀ ULC Design 0501਍ഀ GA FI਍ഀ STEEL FRAME, GYPSUM WALLBOARD਍ഀ FIRE਍ഀ Base layer 5/e" type X gypsum wallboard or gypsum veneer base applied to beam cage with਍ഀ °਍ഀ 11/4" Type S drywall screws 16" o.c. Face layer 5/a" type X gypsum wallboard or gypsum਍ഀ veneer base applied to beam cage with 13/4" Type S drywall screws 8" o.c.਍ഀ -਍ഀ Beam cage fabricated from horizontally installed "U" shaped steel channels (25 gage steel਍ഀ 171/16" wide with 1" legs) located not less than 1/2" from beam flanges. Upper channels਍ഀ secured to steel deck units with 1/2" Type S pan head screws 12" o.c. "U" shaped਍ഀ brackets formed of steel channels 24" o.c. suspended from the upper channels with 1/2"਍ഀ Type S pan head screws and supported steel channels installed at lower corners of਍ഀ brackets. Outside comers of gypsum board protected by 0.020" thick steel corner beads਍ഀ crimped or nailed. Minimum beam size W8x24. 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T3 mro਍ഀ o _3°v rm_~ wow਍ഀ .7ystrill v4v. r-...-iv਍ഀ A. Steel Pipe - Nom 4 in. diam (or smaller) Schedule 10 (or਍ഀ heavier) steel pipe.਍ഀ B. Iron Pipe - Nom 4 in. diam (or smaller) cast or ductile iron਍ഀ pipe.਍ഀ C. Copper Tubing -Nom 4 in. diam (or smaller) Type M (or਍ഀ heavier) copper tubing.਍ഀ D. Copper Pipe - Nom 4 in. diam (or smaller) Regular (or਍ഀ heavier) copper pipe.਍ഀ 4. Branch Piping (Optional) - One metallic pipe or tubing to be਍ഀ connected to through penetrant (Item 3) and installed within਍ഀ opening in subfloor or wallboard plate. The annular space਍ഀ between penetrant and periphery of opening shall be min 0 in.਍ഀ . (point contact) to max 7/8 in. The following types and sizes of਍ഀ metallic pipes or tubing may be used:਍ഀ A. Steel Pipe - Nom 3 in. diam (or smaller) Schedule 10 (or਍ഀ heavier) steel pipe.਍ഀ B. Iron Pipe - Nom 3 in. diam (or smaller) cast or ductile iron਍ഀ pipe.਍ഀ C. Copper Tubing - Nom 3 in. diam (or smaller) Type M (or਍ഀ heavier) copper tubing.਍ഀ D. Copper Pipe - Nom 3 in. diam (or smaller) Regular (or਍ഀ heavier) copper pipe.਍ഀ 5. Fill, Void or Cavity Materials* - Sealant - Min 3/4 in. thickness਍ഀ of sealant applied within annular space around perimeter of਍ഀ through penetrant (Item 3), flush with top surface of floor or sole਍ഀ plate and flush with bottom surface of top plate. Min 3/4 in.਍ഀ thickness of caulk applied within annular space around perimeter਍ഀ of branch piping (Item 4), flush with top surface of floor. Min਍ഀ 1/2 in. diam bead applied at the penetrant/floor interface and the਍ഀ penetrant/top plate interface at the point contact locations, on਍ഀ both sides of assembly.਍ഀ 3M COMPANY - FB-1000 NS, FB-3000 WT sealant਍ഀ *Bearing the UL Classification Mark਍ഀ System No. F-C-1094਍ഀ September 03, 2004਍ഀ F Rating -1 Hr਍ഀ T Rating -1 /4 Hr਍ഀ Section A-A਍ഀ A਍ഀ 2਍ഀ 1 3਍ഀ 2਍ഀ 1B਍ഀ 3਍ഀ 3਍ഀ A 01,਍ഀ 1. Floor-Ceiling Assembly - The 1 hr fire-rated solid or trussed਍ഀ lumber joist floor-ceiling assembly shall be constructed of the਍ഀ materials and in the manner specified in the individual L500਍ഀ Series Floor-Ceiling Designs in the UL Fire Resistance Directory.਍ഀ The general construction details of the floor-ceiling assembly are਍ഀ summarized below:਍ഀ A. Flooring System - Lumber or plywood subfloor with finish਍ഀ floor of lumber, plywood or Floor Topping Mixture* as਍ഀ specified in the individual Floor-Ceiling Design. Max diam of਍ഀ opening is 5-1/2 in. (140 mm).਍ഀ B. Wood Joists - Nom 10 in. (254 mm) deep (or deeper) lumber,਍ഀ steel or combination lumber and steel joists, trusses or਍ഀ Structural Wood Members* with bridging as required and਍ഀ with ends firestopped.਍ഀ C. Gypsum Board* - Nom 4 ft (122 cm) wide by 5/8 in. (16 mm)਍ഀ thick as specified in the individual Floor-Ceiling Design. Max਍ഀ diam of opening is 5-1/2 in. (140 mm).਍ഀ A'camplete listing of application details andlechnical information਍ഀ may be found on our web at: www.3m.com/firestop਍ഀ No. 2) may be routed through a fire-rated smgle, aouoie or਍ഀ staggered wood stud/gypsum board chase wall having a fire਍ഀ rating consistent with that of the floor-ceiling assembly. The chase਍ഀ wall shall be constructed of the materials and in the mariner਍ഀ sp-.ified in the individual U300 Series Wall and Partition Designs਍ഀ in the UL Fire Resistance Directory and shall include the following਍ഀ construction features:਍ഀ A. Studs - Nom 2 in. by 6 in. (51 mm by 152 mm) or double nom਍ഀ 2 in. by 4 in. (51 mm by 102 mm) lumber studs.਍ഀ B. Sole Plate - Nom 2 in. by 6 in. (51 mm by 152 mm) or parallel਍ഀ 2 in. by 4 in. (51 mm by 102 mm) lumber plates, tightly butted.਍ഀ Max diam of opening is 5-1/2 in. (140 mm).਍ഀ C. Top Plate - The double top plate shall consist of two nom 2 in.਍ഀ by 6 in. (51 mm by 152 mm) or two sets of parallel 2 in. by਍ഀ 4 in. (51 mm by 102 mm) lumber plates, tightly butted. Max਍ഀ diam of opening is 5-1/2 in. (140 mm).਍ഀ D. Gypsum Board* - Thickness, type, number of layers and਍ഀ fasteners shall be as specified in individual Wall and Partition਍ഀ Design.਍ഀ Through Penetrants - One or more metallic pipes, conduits, tubes਍ഀ or flexible metal pipes installed concentrically or eccentrically਍ഀ within opening. Annular space between penetrants and periphery.਍ഀ of opening to be min 0 in. (point contact) to max 1-3/8 in. (0 mm਍ഀ to max 35 mm). Penetrants to be rigidly supported on both sides਍ഀ of floor-ceiling. The following types and sizes of penetrants may਍ഀ be used:਍ഀ A. Steel Pipe - Nom 4 in. (102 mm) diam (or smaller) Schedule 5਍ഀ (or heavier) steel pipe.਍ഀ B. Iron Pipe - Nom 4 in. (102 mm) diam (or smaller) cast or਍ഀ ductile iron pipe.਍ഀ C. Conduit - Nom 4 in. (102 mm) diam (or smaller) steel਍ഀ electrical metallic tubing (EMT) or nom 6 in. (152 mm) rigid਍ഀ steel conduit.਍ഀ D. Copper Tubing - Nom 4 in. (102 mm) diam (or smaller) Type਍ഀ L (or heavier) copper tubing.਍ഀ E. Copper Pipe - Nom 4 in. (102 mm) diam (or smaller) Regular਍ഀ (or heavier) copper pipe.਍ഀ R Through Penetrating Product* - Flexible Metal Piping-The਍ഀ following types of steel flexible metal gas piping may be used:਍ഀ 1. Nom 2 in. (51 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.਍ഀ 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 CARP, 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.਍ഀ Fill, Void or Cavity Materials* - Caulk or Sealant - Min 3/4 in.਍ഀ (19 mm) thickness of caulk applied within annulus, flush with top਍ഀ surface of floor or sole plate. Min 5/8 in. (16 mm) thickness of਍ഀ caulk applied within annulus, flush with bottom surface of ceiling਍ഀ or top plate. Min 1/4 in. (6 mm) diam bead of caulk applied at਍ഀ point contact locations at penetrant/floor or sole plate interface on਍ഀ top surface of floor or sole plate and at penetrant/ceiling or top਍ഀ plate interface.਍ഀ 3M COMPANY - IC 15WB, CP 25WB+ caulk or਍ഀ FB-3000 WT sealant਍ഀ *Bearing the UL Classification Marking਍ഀ I-਍ഀ w਍ഀ h਍ഀ 53 3KFire,Protecti6n'Products,਍ഀ Product Support line: 1-800.328-1687' (hoose option 4 for FAX ON DEMAND'਍ഀ I਍ഀ P਍ഀ b਍ഀ d R਍ഀ to 3਍ഀ A '7,r ~ ➢A1 p~ 3a਍ഀ O 7 7 p਍ഀ NN+wW਍ഀ = 2 NG਍ഀ 3M l A~਍ഀ a਍ഀ , W਍ഀ n਍ഀ b PP d yt਍ഀ ~@ajT਍ഀ O('1mD਍ഀ O਍ഀ EiW਍ഀ On.,਍ഀ 2 1°-W਍ഀ n a਍ഀ oWfN਍ഀ ~਍ഀ a (n a;਍ഀ n਍ഀ 21਍ഀ 3਍ഀ ~~3ae਍ഀ ~O਍ഀ O~~Nn.਍ഀ 9d 7਍ഀ p਍ഀ ~ong~਍ഀ CN਍ഀ ~s„w਍ഀ On਍ഀ ~no'਍ഀ '਍ഀ y -ftntn਍ഀ T~_00਍ഀ Ogd਍ഀ ~~,T਍ഀ Sl'.oeT਍ഀ ਍ഀ zPS਍ഀ (R਍ഀ W਍ഀ 2਍ഀ od3਍ഀ v,y਍ഀ angS਍ഀ ov਍ഀ ad°~਍ഀ O਍ഀ o I ?v~a਍ഀ 7 C਍ഀ oN~N'a°਍ഀ J VI਍ഀ G਍ഀ appma3 rp਍ഀ C਍ഀ .mo਍ഀ O D਍ഀ 3਍ഀ C 'G਍ഀ r਍ഀ ਍ഀ 0਍ഀ a^~਍ഀ 3o਍ഀ ~y਍ഀ V -109਍ഀ •~n਍ഀ P79਍ഀ °਍ഀ °਍ഀ S yA'O਍ഀ =4 9਍ഀ 3: m਍ഀ ~਍ഀ -਍ഀ < 0਍ഀ am°਍ഀ p,਍ഀ ~ i~ in 7਍ഀ z਍ഀ °O਍ഀ 7 T਍ഀ m਍ഀ 0਍ഀ N਍ഀ t਍ഀ '਍ഀ 03$x'਍ഀ no਍ഀ moz਍ഀ v਍ഀ ~਍ഀ 3.m਍ഀ °oz਍ഀ 30^~਍ഀ 9਍ഀ 00਍ഀ A.c. 3਍ഀ vi -਍ഀ c-c਍ഀ e-o਍ഀ ~o9^<਍ഀ Sa਍ഀ 3਍ഀ ~^tr਍ഀ rt਍ഀ i o਍ഀ v` a o਍ഀ W 3਍ഀ 0਍ഀ o n 3 3਍ഀ o a 5਍ഀ ? a a਍ഀ N n v m਍ഀ 'y n o m$ A਍ഀ B<਍ഀ t਍ഀ 2 y C਍ഀ 3਍ഀ rdi C d C 0਍ഀ 3 o - w਍ഀ J= 0਍ഀ 3 A a਍ഀ a਍ഀ J?',਍ഀ "00""਍ഀ d S਍ഀ y 3 J 3਍ഀ J਍ഀ nn਍ഀ 4 -1਍ഀ O਍ഀ o o 1/=1਍ഀ Zl a 3 O਍ഀ ਍ഀ gF 3oi਍ഀ ,b਍ഀ 3n?਍ഀ ?waa਍ഀ v--''਍ഀ o.P਍ഀ "3਍ഀ ਍ഀ ?a°- a਍ഀ va0਍ഀ om~਍ഀ n .m਍ഀ ~਍ഀ o''O਍ഀ zna਍ഀ t-਍ഀ °a~ me਍ഀ N ~lb਍ഀ 3਍ഀ b਍ഀ t c '਍ഀ 5਍ഀ aS~~ r਍ഀ - a਍ഀ ?਍ഀ d33਍ഀ M਍ഀ g0਍ഀ b਍ഀ °?3 d 3਍ഀ T m਍ഀ 03਍ഀ 0 0਍ഀ x਍ഀ ~'^v°~਍ഀ :3਍ഀ 1m~਍ഀ 3• a 3਍ഀ n਍ഀ ~਍ഀ b਍ഀ (rnj਍ഀ ~਍ഀ n i w਍ഀ m.oAa'਍ഀ 3mo0਍ഀ n਍ഀ 30 'D਍ഀ 3°o਍ഀ 0~n਍ഀ a਍ഀ 0c਍ഀ -d਍ഀ ~਍ഀ m਍ഀ T਍ഀ ~0਍ഀ g n਍ഀ 3਍ഀ m਍ഀ 3਍ഀ F.਍ഀ S਍ഀ o N? 7• a਍ഀ c d਍ഀ o 3^਍ഀ E 3਍ഀ m਍ഀ 0਍ഀ 3਍ഀ 3"਍ഀ g਍ഀ m m਍ഀ i਍ഀ F਍ഀ m.਍ഀ N਍ഀ f਍ഀ 5: C: t਍ഀ o਍ഀ .਍ഀ d d਍ഀ °਍ഀ V o਍ഀ '਍ഀ ~e D, m m 4=1਍ഀ 3 3਍ഀ 3 O਍ഀ °਍ഀ v d਍ഀ g਍ഀ o਍ഀ O a਍ഀ n਍ഀ m .°o.਍ഀ d਍ഀ `D 3 s d of਍ഀ o R਍ഀ T N਍ഀ d਍ഀ P,fl A „ f਍ഀ N਍ഀ o, a B.਍ഀ z਍ഀ b਍ഀ W਍ഀ Bm~-3»਍ഀ m਍ഀ b3~਍ഀ m^਍ഀ m m਍ഀ o gm਍ഀ -਍ഀ O਍ഀ cx3਍ഀ m਍ഀ -S" oo਍ഀ F਍ഀ P - F਍ഀ 0-਍ഀ 3਍ഀ 2L ,਍ഀ T n਍ഀ k .Q 2਍ഀ n਍ഀ ub਍ഀ 1 n਍ഀ 3਍ഀ N਍ഀ X R਍ഀ C਍ഀ 3-o਍ഀ 9 7 P਍ഀ m P਍ഀ r਍ഀ 0਍ഀ 3਍ഀ G਍ഀ P਍ഀ 7 SF਍ഀ N਍ഀ 7਍ഀ O਍ഀ F਍ഀ G਍ഀ T਍ഀ o਍ഀ en਍ഀ U I<਍ഀ a਍ഀ o਍ഀ =਍ഀ (p o,਍ഀ v਍ഀ C਍ഀ Q S\਍ഀ ~i਍ഀ 't਍ഀ T਍ഀ rt਍ഀ K a C਍ഀ N n 0਍ഀ 7਍ഀ C Cl C਍ഀ b਍ഀ O਍ഀ W 3 iO਍ഀ ?਍ഀ „ b 0 7 7਍ഀ C਍ഀ 0 C਍ഀ ;p਍ഀ O਍ഀ S _C ryN O਍ഀ n਍ഀ N਍ഀ J H਍ഀ :1 O਍ഀ o਍ഀ =਍ഀ .਍ഀ j਍ഀ 0਍ഀ O3~°਍ഀ -1਍ഀ b~਍ഀ T਍ഀ 03~°਍ഀ ~~g਍ഀ . •°o਍ഀ Q਍ഀ ,਍ഀ 4a?਍ഀ (C਍ഀ 0਍ഀ roo਍ഀ ao਍ഀ A਍ഀ z਍ഀ N਍ഀ O਍ഀ n਍ഀ S O 'O਍ഀ M਍ഀ O7 0਍ഀ OOO਍ഀ O m j਍ഀ N਍ഀ .਍ഀ (p਍ഀ O mT O7 0 q਍ഀ 1਍ഀ d 4g o਍ഀ O਍ഀ 4਍ഀ b n਍ഀ 02਍ഀ 3਍ഀ P਍ഀ a R. N਍ഀ b S਍ഀ 1਍ഀ C O਍ഀ R, S J S਍ഀ J਍ഀ 7਍ഀ a 7 3 Z -਍ഀ 'a਍ഀ n J S਍ഀ J 00਍ഀ ~਍ഀ Ppo°g਍ഀ yO਍ഀ 2਍ഀ O H਍ഀ o3*a1R਍ഀ J਍ഀ J~~਍ഀ j਍ഀ 5 1.b਍ഀ ~਍ഀ N਍ഀ f,~o਍ഀ 0 'O J਍ഀ ਍ഀ (D਍ഀ !਍ഀ ਍ഀ fc਍ഀ J d a਍ഀ p਍ഀ ar, 'p~਍ഀ p O.G N਍ഀ nb਍ഀ J਍ഀ 2.਍ഀ N =1਍ഀ p਍ഀ a਍ഀ a਍ഀ 7਍ഀ ਍ഀ nn਍ഀ 3 C਍ഀ sy਍ഀ W਍ഀ p~਍ഀ ~਍ഀ a਍ഀ T਍ഀ v਍ഀ '਍ഀ 1਍ഀ n਍ഀ p਍ഀ fp਍ഀ v਍ഀ a F਍ഀ JJ਍ഀ N਍ഀ G਍ഀ T਍ഀ 0਍ഀ O N਍ഀ j਍ഀ 3.਍ഀ n਍ഀ 2 Z?਍ഀ N p਍ഀ A਍ഀ O° m਍ഀ ਍ഀ S d w g 2਍ഀ ° n N਍ഀ V O N਍ഀ K 0਍ഀ P਍ഀ n਍ഀ 'O O "਍ഀ ਍ഀ V ?਍ഀ _਍ഀ N a?਍ഀ S਍ഀ O 7 T਍ഀ -਍ഀ .਍ഀ T਍ഀ n O 7਍ഀ O਍ഀ 0 0਍ഀ ਍ഀ rn 'O J O n.਍ഀ n 'P਍ഀ N਍ഀ d਍ഀ O n਍ഀ m਍ഀ O ry J਍ഀ _਍ഀ -਍ഀ .਍ഀ r਍ഀ 0਍ഀ N਍ഀ s a O';F਍ഀ -਍ഀ S fC਍ഀ b Ip .i਍ഀ 7਍ഀ O C - C਍ഀ v 3 0਍ഀ P 3਍ഀ tg SQ਍ഀ a਍ഀ ਍ഀ J਍ഀ S t N਍ഀ 2. Pipe or Conduit - Nom 10 in. diam (or smaller) Schedule 10 (or਍ഀ heavier) steel pipe or cast iron pipe, nom 4 in. diam (or smaller)਍ഀ steel conduit or steel EMT or nom 3 in. diam (or smaller) Type L਍ഀ (or heavier) copper tubing. Pipe to be installed approx. midway਍ഀ between joists or trusses and centered in circular cutouts. diam of਍ഀ circular cutouts is 1 /4 in. to 1/2 in. larger than diam of the pipe.਍ഀ Pipe to be rigidly supported on both sides of Floor-Ceiling਍ഀ assembly.਍ഀ 3. Fill, Void or Cavity Materials* - Caulk or Sealant - Min 3/4 in.਍ഀ thickness of fill material applied within the annulus, flush with top਍ഀ surface of floor or sole plate. Min 5/8 in. thickness of fill material਍ഀ applied within the annulus, flush with bottom surface of ceiling or਍ഀ top plate. An additional min 1/4 in. crown of fill material applied਍ഀ to perimeter of penetrant at its egress from the top of flooring and਍ഀ underside of ceiling or from top of sole plate and underside of਍ഀ top plate.਍ഀ 3M COMPANY - CP 25WB+ caulk or FB-3000 WT sealant਍ഀ *Bearing the UL Classification Marking਍ഀ ys em o. F-C-1006 continued਍ഀ System No. F-C-1015਍ഀ July 16, 1996਍ഀ F Ratings -1 and 2 Hr (See Item 1)਍ഀ T Rating -1 lir਍ഀ h਍ഀ d਍ഀ •CL਍ഀ IL਍ഀ X਍ഀ d਍ഀ tf_਍ഀ 1B 2 3਍ഀ ~A਍ഀ 3਍ഀ 2਍ഀ L-A਍ഀ 3਍ഀ ID਍ഀ SECTION A-A਍ഀ L Floor-Ceiling Assembly - The 1 or 2 hr fire-rated wood joist floor-਍ഀ ceiling assembly shall be constructed of the materials and in the਍ഀ manner specified in the UL Fire Resistance Directory. The 1 hr fire਍ഀ rated assembly shall be constructed as specified in Design No.਍ഀ L501, L512, or L537. The 2 hr fire rated assembly shall be਍ഀ constructed as specified in Design No. L505, L511 or L536. The਍ഀ F Rating of the firestop system is equal to the fire rating of the਍ഀ floor-ceiling assembly The general construction details of the਍ഀ floor-ceiling assembly are summarized below:਍ഀ A. Floor System - Lumber or plywood subfloor with finish floor਍ഀ of lumber, plywood or Floor Topping Mixture* as specified in਍ഀ the individual Floor-Ceiling Design. Max diam of opening in਍ഀ flooring to accommodate piping is 1-3/4 in਍ഀ B. Wood Joists - Nom 2 by 10 in. lumber joists spaced 16 in. OC਍ഀ with nom 1 by 3 in. lumber bridging and with ends਍ഀ firestopped.਍ഀ C. Furring Channels - (Not Shown) - Resilient galv steel furring਍ഀ channels installed perpendicular to wood joists between first਍ഀ and second layers of wallboard (Item 1D) in 2 hr fire rated਍ഀ assembly. Furring channels spaced max 24 in. OC.਍ഀ D. Gypsum Board* - Nom 4 ft wide by 5/8 in. thick as specified਍ഀ in the individual Floor-Ceiling Design. First layer of wallboard਍ഀ nailed to wood joists. Second layer of wallboard (2 hr fire਍ഀ rated assembly only) screw-attached to furring channels. Max਍ഀ diam of opening in ceiling to accommodate piping is 1-3/4 in਍ഀ 2. Through Penetrating Product* - Flexible Metal Piping - Nom਍ഀ 1 in. diam (or smaller) Steel Flexible Metal piping. Max one਍ഀ flexible metal piping to be installed in the opening. Circular਍ഀ openings hole-sawed through flooring system and through਍ഀ gypsum wallboard ceiling to be 1/2 in. larger than outside diam਍ഀ of pipe. Piping to be installed approx. midway between wood਍ഀ joists and centered in circular openings such that a 1/4 in. annular਍ഀ space is present around its perimeter at each through opening਍ഀ location. Flexible metal piping to be rigidly supported on both਍ഀ 3M Fire Protection Products਍ഀ sides of floor assembiv. Plastic covering on piping shall be਍ഀ removed for a distance of 2 ft on both sides of floor.਍ഀ TITEFLEX CORP, A BUNDY CO਍ഀ 3. Fill, Void or Cavity Material* - Caulk - Caulk fill material forced਍ഀ into annular spaces to fill spaces to max extent possible and with a਍ഀ min 1/4 in. high by 3/8 in. wide bead of caulk applied to the਍ഀ perimeter of the flexible piping at its egress from the finished floor਍ഀ and ceiling.਍ഀ 3M COMPANY - CP 25WB+਍ഀ *Bearing the UL Classification Marking਍ഀ 1. Floor Assembly - The 1 hr fire rated wood truss or combination਍ഀ wood and steel truss floor-ceiling assembly shall be constructed of P਍ഀ the materials and in the manner described in the individual L500 i਍ഀ Series Design in the UL Fire Resistance Directory, as summarized਍ഀ below:਍ഀ A. Flooring System - Lumber or plywood subfloor with finish਍ഀ floor of lumber, plywood or Floor Topping Mixture* as਍ഀ specified in the individual floor-ceiling design. Opening shall਍ഀ be max 7/8 in. larger than the outside diam of metallic pipe.਍ഀ B. Joists - Nom 10 in. deep (or deeper) lumber, steel or਍ഀ combination lumber and steel joists, trusses or Structural਍ഀ Wood Members* with bridging as required and ends਍ഀ firestopped.਍ഀ C. Gypsum Board* - Nom 4 ft wide by 5/8 in. thick, attached as਍ഀ described in the individual floor-ceiling design.਍ഀ 2. Chase Wall - The through penetrant shall be routed through a਍ഀ 1 hr fire-rated single, double or staggered wood stud/gypsum਍ഀ board chase wall constructed of the materials and in the manner਍ഀ specified in the individual U300 Series Wall and Partition Designs਍ഀ in the UL Fire Resistance Directory and shall include the following਍ഀ construction features:਍ഀ A. Studs - Nom 2 by 6 in. or double nom 2 by 4 in. lumber studs.਍ഀ B. Sole Plate - Nom 2 by 6 in. or parallel 2 by 4 in. lumber਍ഀ plates, tightly butted.਍ഀ C. Top Plate - The double top plate shall consist of two nom 2 by਍ഀ 6 in. or two sets of parallel 2 by 4 in. lumber plates, tightly਍ഀ butted. Opening shall be max 7/8 in. larger than the outside਍ഀ diam of metallic pipe (Item 3).਍ഀ D. Gypsum Board* - Thickness, type, number of layers and਍ഀ fasteners shall be as specified in individual Wall and Partition I਍ഀ Design.਍ഀ 3. Through Penetrant - One metallic pipe or tubing to be installed਍ഀ within the firestop system. Penetrant to be rigidly supported on਍ഀ both sides of floor-ceiling assembly. The annular space between਍ഀ JI'਍ഀ penetrant and periphery of opening shall be min 0 in. (point਍ഀ contact) to max 7/8 in. The following types and sizes of metallic਍ഀ pipes or tubing may be used:਍ഀ A romnlete kfinn of nnnlirnfinn ~ afnilc and f.Anirnl. 1਍ഀ r~0਍ഀ System No. F-C-1073਍ഀ September 03, 2001਍ഀ F Rating -1 Hr਍ഀ T Rating -1 Hr਍ഀ L Rating At Ambient - Less Than 1 CFM/sq ft਍ഀ L Rating At 400 F - 2 CFM/sq ft਍ഀ m਍ഀ z਍ഀ l਍ഀ D਍ഀ D਍ഀ a =o~u਍ഀ 33਍ഀ N n ~਍ഀ n .n਍ഀ a D o 3 N a਍ഀ r o o d °਍ഀ a਍ഀ a y c° T F਍ഀ n਍ഀ ca਍ഀ O - n a ^ a 5F਍ഀ m ry N z o o n b °H~S~਍ഀ e i.਍ഀ i 3 N_ 8 d S~ a਍ഀ 0 N o x 1 R a x਍ഀ + rn~cf~਍ഀ O o N maser਍ഀ A਍ഀ 0 y o mRCao਍ഀ C ~o ~C VI਍ഀ `---1111 ° ~ ° TF d m਍ഀ fn o o vn~~m਍ഀ N .OO. OPT w਍ഀ O਍ഀ .n. 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T O਍ഀ ~nn~ Q.਍ഀ O਍ഀ o਍ഀ 7 O਍ഀ Q਍ഀ ~o "3v਍ഀ m ~਍ഀ D਍ഀ 7਍ഀ maw਍ഀ ਍ഀ afD~m਍ഀ ~਍ഀ .਍ഀ O O਍ഀ S਍ഀ S਍ഀ d਍ഀ F x਍ഀ 7*਍ഀ °3਍ഀ m਍ഀ d.਍ഀ xooo਍ഀ ma Q਍ഀ g$~mm਍ഀ g਍ഀ ~਍ഀ 0਍ഀ S਍ഀ T਍ഀ mo਍ഀ 3਍ഀ 0. a਍ഀ ਍ഀ 9a਍ഀ m7਍ഀ V਍ഀ D਍ഀ Q਍ഀ d g °i਍ഀ O਍ഀ o਍ഀ ° 7 N਍ഀ V 3 0 d 0਍ഀ V਍ഀ . CO~਍ഀ b a O਍ഀ 3਍ഀ X O਍ഀ O• W਍ഀ 4.਍ഀ d਍ഀ 3਍ഀ Y Y਍ഀ m਍ഀ ~਍ഀ 3° N਍ഀ V਍ഀ A਍ഀ O਍ഀ tD਍ഀ g J 3° C਍ഀ i0 tt~~਍ഀ N p~ oc਍ഀ ~਍ഀ fC O਍ഀ d d਍ഀ ° CN N py S਍ഀ :5਍ഀ N਍ഀ V~਍ഀ D; N •G 7 3 1~l O਍ഀ a਍ഀ O F+ 0਍ഀ d? 3 lD਍ഀ O਍ഀ N਍ഀ O਍ഀ d D• C਍ഀ 3਍ഀ N d਍ഀ X਍ഀ . Q J਍ഀ 0਍ഀ +਍ഀ C਍ഀ 7 7਍ഀ •਍ഀ 3. CC 0਍ഀ C਍ഀ ?਍ഀ 3਍ഀ - C a~~ tGt• N਍ഀ R਍ഀ .਍ഀ - N਍ഀ C਍ഀ ~ d C਍ഀ O.਍ഀ N~ j 0਍ഀ 7਍ഀ y਍ഀ F਍ഀ .਍ഀ fG਍ഀ d J d਍ഀ m਍ഀ Z਍ഀ ~਍ഀ p J ° O਍ഀ D਍ഀ ~਍ഀ O'਍ഀ N 7 VI -G਍ഀ (n 6਍ഀ T, K C਍ഀ m b਍ഀ _਍ഀ R 5਍ഀ Q਍ഀ ° o M d. , 3 p਍ഀ O਍ഀ ~਍ഀ a਍ഀ O਍ഀ 0਍ഀ C਍ഀ °਍ഀ L਍ഀ ~(pp਍ഀ m਍ഀ nClQ o Td਍ഀ C A vp w਍ഀ JC3਍ഀ d~ o N਍ഀ _ o 7਍ഀ oJ o Leo਍ഀ c f?D -OU1਍ഀ ~J~Qm2ng0,਍ഀ ? a n R.਍ഀ ^਍ഀ R਍ഀ '਍ഀ ਍ഀ N A਍ഀ ma਍ഀ N਍ഀ p਍ഀ N਍ഀ ^਍ഀ a 7 R p~p O਍ഀ . p਍ഀ ~n'<~਍ഀ C1 u1 D਍ഀ d (D਍ഀ <਍ഀ v਍ഀ d C਍ഀ i\ C਍ഀ 33਍ഀ d S n C਍ഀ d 3 3਍ഀ c-d਍ഀ r਍ഀ J d F d p਍ഀ N਍ഀ 1D N 8 M ry fnD 7਍ഀ m~'਍ഀ ~p਍ഀ b S Y਍ഀ "਍ഀ a fY O਍ഀ 0਍ഀ Jda"਍ഀ I.. o਍ഀ p਍ഀ 3਍ഀ o਍ഀ O 7਍ഀ 0਍ഀ n਍ഀ d਍ഀ Si਍ഀ NNO਍ഀ 7? 3 0਍ഀ a d a਍ഀ ਍ഀ r~ b n 0 C ~਍ഀ J਍ഀ ~਍ഀ O਍ഀ f S਍ഀ p਍ഀ D O m਍ഀ s਍ഀ W਍ഀ Q਍ഀ N਍ഀ °਍ഀ +਍ഀ ig਍ഀ d਍ഀ -on O d਍ഀ °-'R,਍ഀ ~mtSd਍ഀ a N d਍ഀ vm਍ഀ a਍ഀ ai਍ഀ 0਍ഀ ਍ഀ n^਍ഀ p਍ഀ N= -'f i° m ~p਍ഀ ~g~-d਍ഀ ~o਍ഀ Y°਍ഀ 0 y਍ഀ m ~z਍ഀ 7 Q 0-਍ഀ z aS਍ഀ ~਍ഀ o਍ഀ n਍ഀ x਍ഀ 3਍ഀ - a d J਍ഀ ~n਍ഀ i਍ഀ P਍ഀ +N਍ഀ 9 N਍ഀ =o਍ഀ N਍ഀ System No. F-C-7022਍ഀ September 03, 2004਍ഀ F Rating -1 Hr਍ഀ T Rating -1/4 Hr਍ഀ Q, 3 1਍ഀ Q ~A਍ഀ z਍ഀ A਍ഀ 3਍ഀ 1. Floor-Ceiling Assembly - The 1 hr fire-rated solid or trussed਍ഀ lumber joist floor-ceiling assembly shall be constructed of the਍ഀ materials and in the manner specified in the individual L500਍ഀ Series Floor-Ceiling Designs in the UL Fire Resistance Directory.਍ഀ The general construction details of the floor-ceiling assembly are਍ഀ summarized below:਍ഀ A. Flooring System - Lumber or plywood subfloor with finish਍ഀ floor of lumber, plywood or Floor Topping Mixture* as਍ഀ specified in the individual Floor-Ceiling-Design. Max diam of਍ഀ opening is 5 in. (127 mm).਍ഀ B. Wood Joists - Nom 10 in. (254 mm) deep (or deeper) lumber,਍ഀ steel or combination lumber and steel joists, trusses or਍ഀ Structural Wood Members* with bridging as required and਍ഀ with ends firestopped.਍ഀ C. Gypsum Board* - Nom 4 ft (122 cm) wide by 5/8 in. (16 mm)਍ഀ thick as specified in the individual Floor-Ceiling Design.਍ഀ Gypsum board secured to wood joists or furring channels as਍ഀ specified in the individual Floor-Ceiling Design. Max of਍ഀ opening is 6 in. by 5-1/2 in. (152 mm by 140 mm).਍ഀ 1.1 Chase Wall (Optional, not shown) - The duct (Item 2) may be਍ഀ routed through a fire-rated single, double or staggered wood਍ഀ stud/ gypsum board chase wall having a fire rating consistent਍ഀ with that of the floor-ceiling assembly. The chase wall shall be਍ഀ constructed of the materials and in the manner specified in the਍ഀ individual U300 Series Wall and Partition Designs in the UL Fire਍ഀ Resistance Directory and shall include the following construction਍ഀ features:਍ഀ A. Studs - Nom 2 in. by 6 in. (51 mm by 152 mm) or double nom਍ഀ 2 in. by 4 in. (51 mm by 102 mm) lumber studs.਍ഀ B. Sole Plate - Nom 2 in. by 6 in. (51 mm by 152 mm) or parallel਍ഀ 2 in. by 4 in. (51 mm by 102 mm) lumber plates, tightly butted.਍ഀ C. Top Plate - The double top plate shall consist of two nom 2 in.਍ഀ by 6 in. (51 mm by 152 mm) or two sets of parallel 2 in. by਍ഀ 4 in. (51 mm by 102 mm)lumber plates, tightly butted. Max of਍ഀ opening is 6 in. by 5-1/2 in. (152 mm by 140 mm)਍ഀ D. Gypsum Board* - Thickness, type, number of layers and਍ഀ fasteners shall be as specified in individual Wall and਍ഀ Partition Design.਍ഀ 2. Steel Duct - Nom 4 in. (102 mm) diam (or Smaller) No. 30 gauge਍ഀ (or heavier) galv steel duct to be installed eccentrically or਍ഀ concentrically within the firestop system. The annular space਍ഀ between the duct and the periphery of opening shall be min 0 in.਍ഀ (0 mm) (point contact) to max 2 in. (51 mm) Duct to be rigidly਍ഀ supported on both sides of the Floor-Ceiling assembly.਍ഀ 3. Fill, Void or Cavity Materials* - Caulk or Sealant - Min 3/4 in.਍ഀ (19 mm) thickness of caulk applied within the annulus, flush with਍ഀ top surface of floor or sole plate. Min 5/8 in. (16 mm) thickness of਍ഀ caulk applied within the annulus, flush with bottom surface of਍ഀ ceiling or top plate. Min 1/2 in. (13 mm) diam bead of caulk਍ഀ applied at the duct/floor or sole plate interface at point contact਍ഀ location on the top side of assembly and at the duct/ceiling or top਍ഀ plate interface at point contact location on bottom side of਍ഀ assembly.਍ഀ 3M COMPANY - FireDam 150+, CP 25WB+, IC 15WB caulk਍ഀ or FB-3000 WT sealant਍ഀ *Bearing the UL Classification Mark਍ഀ 1. Floor-Ceiling Assembly - The 1 hr fire-rated solid or trussed਍ഀ lumber joist floor-ceiling assembly shall be constructed of the਍ഀ materials and in the manner specified in the individual L500਍ഀ Series Floor-Ceiling Designs in the UL Fire Resistance Directory.਍ഀ The general construction details of the floor-ceiling assembly are਍ഀ summarized below:਍ഀ A. Flooring System - Lumber or plywood subfloor with finish਍ഀ floor of lumber, plywood or Floor Topping Mixture* as਍ഀ specified in the individual Floor-Ceiling Design. Max diam of਍ഀ opening is 11 in(279 mm).਍ഀ B. Wood Joists - Nom 10 in. (254 mm) deep (or deeper) lumber,਍ഀ steel or combination lumber and steel joists, trusses or਍ഀ Structural Wood Members* with bridging as required and਍ഀ with ends firestopped.਍ഀ C. Gypsum Board* - Nom 4 ft. (122 cm) wide by 5/8 in. (16 mm)਍ഀ thick as specified in the individual Floor-Ceiling Design. Max਍ഀ diam of opening is 11 in(279 mm).਍ഀ 2. Steel Duct - Nom 10 in. (254 mm) (or smaller) No. 28 gauge (or਍ഀ heavier) steel duct or nom 5 in. (127 mm) (or smaller) No.਍ഀ 30 gauge (or heavier) steel duct to be installed either਍ഀ concentrically or eccentrically within opening. The annular space਍ഀ between duct and periphery of opening shall be min 0 in. (point਍ഀ contact) to max 1 in. (0 mm to max 25 mm Duct to be rigidly਍ഀ supported on both sides of floor assembly.਍ഀ 3. Fill, Void or Cavity Materials* - Caulk or Sealant - Min 3/4 in.਍ഀ (19 mm) thickness of caulk applied within annulus, flush with top਍ഀ surface of floor. Min 5/8 in. (16 mm) thickness of caulk applied਍ഀ within annulus, flush with bottom surface of ceiling. Min 1/4 in.਍ഀ (6 mm) diam bead of caulk applied at point contact locations at਍ഀ duct/floor interface on top surface of floor and at duct/ceiling਍ഀ interface.਍ഀ 3M COMPANY - IC 15WB, CP 25WB+ caulk or਍ഀ FB-3000 WT sealant਍ഀ *Bearing the UL Classification Marking਍ഀ System No. F-C-7017਍ഀ September 03, 2004਍ഀ F Rating - 1 Hr਍ഀ T Rating -1 Hr਍ഀ System No. C-AJ-8001਍ഀ September 03, 2004਍ഀ (Formerly System No. 93)਍ഀ F Ratings -1, 2 and 3 Hr਍ഀ (See Items 1, 2A, 2B and 2C)਍ഀ T Rating - 0 Hr਍ഀ i---A਍ഀ 1. 1਍ഀ 3਍ഀ I਍ഀ 2.਍ഀ 2A਍ഀ 31N Fire Protection Products A complete listing of application details and technical informotilO A can਍ഀ p-A,,., 4z"-- 1 _onn_.300 7 L07 a rav nki M]Akin 104 may be found on our web at: www.3m.tom/firestop may਍ഀ Section A-A਍ഀ N M਍ഀ ਍ഀ ~ ;o M਍ഀ 3 Q਍ഀ ~ O਍ഀ f+ W 1L਍ഀ 2=N V,਍ഀ O O਍ഀ A r;਍ഀ V਍ഀ <਍ഀ n਍ഀ .਍ഀ W਍ഀ ;਍ഀ v3mw਍ഀ v o਍ഀ b਍ഀ m 3਍ഀ o"਍ഀ g਍ഀ '਍ഀ 3 3਍ഀ o0਍ഀ g਍ഀ a਍ഀ m3਍ഀ r਍ഀ n3਍ഀ -਍ഀ AgR'".!'਍ഀ m i+਍ഀ !R.਍ഀ 90'਍ഀ av~਍ഀ ='R ~ ~ o਍ഀ oL a m Nv D਍ഀ (਍ഀ '਍ഀ v਍ഀ .਍ഀ R਍ഀ o਍ഀ W਍ഀ g਍ഀ n਍ഀ mm o਍ഀ -਍ഀ ~਍ഀ M਍ഀ min਍ഀ ? 5਍ഀ .਍ഀ _਍ഀ _਍ഀ O3O3C਍ഀ n਍ഀ ~~nna਍ഀ 3 n਍ഀ -o v਍ഀ a਍ഀ c਍ഀ _T਍ഀ mfv~o਍ഀ a਍ഀ 3਍ഀ 8਍ഀ T7~਍ഀ 3 a਍ഀ o਍ഀ =r਍ഀ O਍ഀ .0 3਍ഀ 53਍ഀ ਍ഀ nb<਍ഀ 3~਍ഀ ~t iov33 a਍ഀ ਍ഀ ON਍ഀ °਍ഀ v਍ഀ 3਍ഀ i਍ഀ o਍ഀ ~m਍ഀ ਍ഀ °਍ഀ y਍ഀ ^਍ഀ 2਍ഀ v਍ഀ m਍ഀ ~ ~ m'cvv_a਍ഀ ° n਍ഀ 3 e਍ഀ a਍ഀ m w਍ഀ `LC O as਍ഀ b਍ഀ "m਍ഀ m਍ഀ ~਍ഀ 4਍ഀ cPg਍ഀ N 7 O਍ഀ s$ 3਍ഀ E਍ഀ m਍ഀ =.'o਍ഀ S-.਍ഀ -਍ഀ rn਍ഀ o਍ഀ m਍ഀ i਍ഀ C਍ഀ ^ T 3 a a°਍ഀ °਍ഀ E.਍ഀ ~J਍ഀ C਍ഀ C n਍ഀ ^+R਍ഀ Z਍ഀ 7਍ഀ .਍ഀ +਍ഀ Z਍ഀ b A d O O਍ഀ N਍ഀ ° R਍ഀ 3਍ഀ ~਍ഀ W਍ഀ =਍ഀ °਍ഀ M਍ഀ n O਍ഀ i਍ഀ m਍ഀ 2਍ഀ c਍ഀ m<਍ഀ .'A਍ഀ 7਍ഀ p~ G਍ഀ '^0 n਍ഀ ~਍ഀ m਍ഀ N਍ഀ . 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Through Penetrating Product* - Any cables, Armored਍ഀ Cable+ or Metal Clad Cable+ currently Classified under the਍ഀ Through Penetrating Product category.਍ഀ See Through Penetrating Product (XHLY) category in the Fire਍ഀ Resistance Directory for names of manufacturers਍ഀ Fill, Void or Cavity Material* - Caulk or Sealant - Min 5/8 in.਍ഀ (16 mm) thickness of caulk applied within annulus, flush with਍ഀ both surfaces of wall. Min 1/4 in. (6 mm) diam bead of caulk਍ഀ applied to gypsum board/cable bundle interface at point contact਍ഀ location on both sides of wall.਍ഀ 3M COMPANY - IC 15WB, CP 25WB+ caulk or਍ഀ FB -3000 WT sealant਍ഀ 'Bearing the UL Classification Marking਍ഀ System No. F-C-3017਍ഀ September 03, 2004਍ഀ F Rating -1 and 2 Hr (See Item No. 1)਍ഀ T Rating -1 and 1-1/2 Hr (See Item No.਍ഀ SECTION A-A਍ഀ 2਍ഀ 3਍ഀ 3 A਍ഀ 1B਍ഀ A਍ഀ 2਍ഀ 1 3਍ഀ Floor-Ceiling Assembly - The 1 hr fire-rated solid or trussed਍ഀ lumber joist floor-ceiling assembly shall be constructed of the਍ഀ materials and in the manner specified in the individual L500਍ഀ Series Floor-Ceiling Designs in the UL Fire Resistance Directory.਍ഀ The 2 hr fire-rated wood joist floor-ceiling assembly shall be਍ഀ constructed of the materials and in the manner specified in Design਍ഀ Nos. L505, L511 or L536 in. the UL Fire Resistance Directory The਍ഀ F Rating of the firestop system is equal to the rating of the floor-਍ഀ ceiling assembly. The T Rating of the firestop system is 1 and਍ഀ 1-1/2 hr for 1 and 2 hr rated floor-ceiling assemblies,਍ഀ respectively. The general construction features of the floor-ceiling਍ഀ assembly are summarized below:਍ഀ A. Flooring System - Lumber or plywood subfloor with finish਍ഀ floor of lumber, plywood or Floor Topping Mixture* as਍ഀ specified in the individual Floor-Ceiling Design. Max diam of਍ഀ opening is 1-1/2 in਍ഀ B. Wood joists* - For 1 hr fire-rated floor-ceiling assemblies,਍ഀ nom 10 in. deep (or deeper) lumber, steel or combination਍ഀ lumber and steel joists, trusses or Structural Wood Members*਍ഀ with bridging as required and with ends firestopped. For 2 hr਍ഀ fire-rated floor-ceiling assemblies, nom 2 by 10 in. lumber਍ഀ joists spaced 16 in. OC with nom 1 by 3 in. lumber bridging਍ഀ and with ends firestopped.਍ഀ C Wallboard, Gypsum* - Nom 4 ft wide by 5/8 in. thick as਍ഀ specified in the individual Floor-Ceiling Design. First layer of਍ഀ wallboard nailed to wood joists. Second layer of wallboard਍ഀ (2 hr fire-rated assembly) screw-attached to furring channels.਍ഀ Max diam of opening is 1-1/2 in਍ഀ 1.1 Chase Wall (Optional, not shown) - The through penetrants (Item਍ഀ No. 2) may be routed through a fire-rated single or double wood਍ഀ stud/gypsum wallboard chase wall constructed of the materials਍ഀ and in the manner specified in the individual U300 Series Wall਍ഀ and Partition Designs in the UL Fire Resistance Directory and਍ഀ shall include the following construction features:਍ഀ A. Studs - Nom 2 by 6 in, or double nom 2 by 4 in. lumber studs.਍ഀ B. Sole Plate -Nom 2 by 6 in. or parallel 2 by 4 in. lumber਍ഀ plates.਍ഀ C. Top Plate -The double top plate shall consist of two nom 2 by਍ഀ 6 in. or two sets of parallel 2 by 4 in. lumber plates. Max diam਍ഀ of opening is 1-1 /2 in਍ഀ D. Wallboard, Gypsum* - Thickness, type, number of layers and਍ഀ fasteners shall be as specified in individual Wall and Partition਍ഀ Design. When double stud construction is used, each stud਍ഀ cavity containing cables (Item 3) shall be lined with wallboard਍ഀ such that the cables are surrounded on four sides by਍ഀ wallboard.਍ഀ Cables - Max three conductor with ground No. 12 AWG (or਍ഀ smaller) NM copper cable with polyvinyl chloride insulation and਍ഀ jacket materials, or No. 20 A WG (or smaller) Type RG coaxial਍ഀ cable with polyvinyl chloride insulation. Min one cable to max਍ഀ seven cables bundled to be installed either concentrically or਍ഀ eccentrically within the firestop system. Annular space cable(s)਍ഀ and edge of through opening tobe min 0 in. (point contact) and਍ഀ max 1 in. Cables to be rigidly supported on both sides of Floor਍ഀ Ceiling assembly.਍ഀ 3 Fill, Void or Cavity Materials* - Caulk, Sealant or Putty - Caulk਍ഀ or putty fill material forced into annular space throughout਍ഀ thickness of flooring and gypsum wallboard ceiling or the sole਍ഀ and top plates of the chase wall and with a min 1/2 in. crown਍ഀ applied to perimeter of cable at its egress from the top of the਍ഀ flooring and the underside of the gypsum wallboard ceiling or਍ഀ from the top of the sole plate and the underside of the top plate of਍ഀ the chase wall.਍ഀ 3M COMPANY - CP 25WB+ caulk, FB-3000 WT sealant or਍ഀ MP+ Stix putty਍ഀ *Bearing the UL Classification Marking਍ഀ System No. F-C-3048਍ഀ September 03, 2004਍ഀ F Rating -1 Hr਍ഀ T Ratine -1 Hr਍ഀ L - A਍ഀ 1 2਍ഀ Floor-Ceiling Assembly - The 1 hr fire-rated solid or trussed਍ഀ lumber joist floor-ceiling assembly shall be constructed of the਍ഀ materials and in the manner specified in the individual L500਍ഀ Series Floor-Ceiling Designs in the UL Fire Resistance Directory.਍ഀ The general construction details of the floor-ceiling assembly are਍ഀ summarized below:਍ഀ A. Flooring System - Lumber or plywood subfloor with finish਍ഀ floor of lumber, plywood or Floor Topping Mixture* as਍ഀ specified in the individual Floor-Ceiling Design. Max diam of਍ഀ opening is 1-1/2 in. (38 mm).਍ഀ B. Wood joists - Nom 10 in. (254 mm) deep (or deeper) lumber,਍ഀ steel or combination lumber and steel joists, trusses or਍ഀ Structural Wood Members* with bridging as required and਍ഀ with ends firestopped.਍ഀ C Gypsum Board* - Nom 4 ft (122 cm) wide by 5/8 in. (16 mm)਍ഀ thick as specified in the individual Floor-Ceiling Design. Max਍ഀ diam of opening is 1-1/2 in. (38 mm).਍ഀ 1.1 Chase Wall - (Optional, not. shown) - The cables (Item No. 2) may਍ഀ be routed through a fire-rated single, double or staggered wood਍ഀ stud/gypsum wallboard chase wall having a fire rating consistent਍ഀ with that of the floor-ceiling assembly. The chase wall shall be਍ഀ constructed of the materials and in the manner specified in the਍ഀ SECTION A-A਍ഀ ~ ,਍ഀ C? o rn ,਍ഀ k p ~,u~ ~ ~f 3,਍ഀ ~਍ഀ - y ~r `C? I. SURVEY INFORMATION TAKEN FROM A DRAWING TITLED "GONDDMINIUM MAP, NAIL ~ ~ ~ TOWNHOUSE CONDOMINIUMS. TOWN OF NAIL, COUNTY OF EAGLE, STATE DF GOLORADD"' U t~ X ,~t਍ഀ ~ ~ ~ PREPARED BY: N , _ h` ~C਍ഀ GORE RANGE SURVEYING, LLG਍ഀ s~~2.s 7po 953 50UTH FRONTAGE ROAD WEST, STE 106਍ഀ 59' o p r ,.,,,,o PAIL, GO 8165~I - ~ 970-479-698਍ഀ t ~ , DATED: 9/30/2D03 •਍ഀ ~ C s~s3,3 0 ~.5 , d਍ഀ w ls~ . 2. REFER TO THE CONDOMINIUM MAP "NAIL TOWNHOUSE CONDOMINIUMS" FOR ALL WORK C 'yri਍ഀ 81 B3.3 RELATED TO THE EXISTING SURVEY INFORMATION. ~k,-਍ഀ \ l 3. PRIOR TO START OF EXCAVATION OR DEMOLITION ,THE CONTRACTOR WILL FIELD O਍ഀ U ~ClTY VERIFY THE LOCATIONS OF ALL SITE UTILITY LINES. ~਍ഀ ° SASE `t~ ~ s਍ഀ 4, REFER TO THE LANDSCAPE PLAN 5HEET LI FOR PROPOSED LANDSCAPING AND EXISTING ~ ~ k, TO BE REMOVED AND TO REMAIN. ~਍ഀ a਍ഀ i਍ഀ ~,1 ° IS p „ 580 15 00 o ~਍ഀ W Sz 0.70 ~ .a~ ..~C~~ I Del ~C~~T~O~. ~ t~~~~~਍ഀ ~ ~ i. HAY BALES TO BE USED FOR ER0510N CONTROL WHERE NEGE55ARY TO INTERCEPT z~,਍ഀ ~ ~ 0 SEDIMENT LADEN WATER DRAIN TO WEST. (y~ ~਍ഀ -1 i਍ഀ ~ -਍ഀ ~ PROPERTY 1_INE ~ - v'.,~` d°਍ഀ ~ 1 _ (TYPICAL). ~ ti~਍ഀ i - 0 ~਍ഀ j o OT 2 Q. ~.u~ ~ I. THIS PROJECT IS l_OGATED IN THE "HIGH DENSITY MULTI-i=AMiLY (i-fDMF) ZONE. ALL WORK f਍ഀ PLAG5TONE S80° 15'00"E _c WILL BE COMPLETED IN ACCORDANCE WITH THE TOWN OF NAILS REGiUIREMENTS FOR THE ~ ~਍ഀ C~ P,4T10/ 4,00' o , - ZONE D[STRICT.਍ഀ Q ITYPIC~AL~ VftIL TDWNHOUSE CONDOMINIUMS °਍ഀ 1 ~ I _਍ഀ OT 3 BAR S਍ഀ ° -~..ENG R!D LOT b K਍ഀ ~J_., ~ UNITS bA ~6B PAGE OP EXISTING BEgq.~,਍ഀ BUILDING TO BE ENTRY LEVEL . 8171,5' REMOVED (TYPICAL) j਍ഀ -DASHED LINES INDICATE਍ഀ EXISTING ENTRY WALKS EXISTING WOOD OT 5਍ഀ RETAINING WALLS AND DECKS TO BE UNITS 5A ~5B਍ഀ REMOVED .N THE ENTRY LEVEL FENCES AT UNITS 4A, 5A LOT 4 ~ AND bA TO BE REMOVED਍ഀ PLANTER AREA OE THE 8171.2' Q਍ഀ PROPOSED ADDITION UNITS 4A ~4B ~ (TYPICAL) -SEE ENTRY LEVEL EXISTING ASPEN TREES TO ~ LANDSCAPE PLAN਍ഀ PAGE OP EXISTIN 81712' REMAIN - 5EE LANDSCAPE ~ \ ~ G਍ഀ PLAN W \ - BUILDING TO REMAIN ~਍ഀ WO (TYPICAL) / - - 5EE LI POR REVISED p OD DrGK , t W LANDSGAPE~ HARDSGAPE ~ TYPICAL)--- ~ ~ AT T I ~ OT 7਍ഀ ~ H 5 AREA tr਍ഀ I ~ 4 f / ~਍ഀ { ? ~ --OUTLINE OP PAGE OP ~ ~ h਍ഀ W PROPOSED ADDITION TO ~ ~ ~ r--ELEG, ~ - ~ UNITS 4A 5A AND 6A਍ഀ ~ ~ METERS ELEG. ~ ,਍ഀ r ~ ~ , ~ METERS I Y~ IY - (TYPICAL) J 81~Ib.4 ~ ~ ~ 6 ~ ~ QN਍ഀ n ~ ! ~j B"x' tU਍ഀ ~ 11 ~ N ~ I ~ p਍ഀ 2 , i ~..r਍ഀ 1 i ~ ; , ~ , ~ r ~ ~ ~ _਍ഀ q, r,, : y = ~ . i ~ ~ z l 8171 ~ ~ ~ ( - .r .0 ~਍ഀ ~ / ~ _ ~;i I n ~ ~ i r ~,>...70,4 , . 8170.5 E v ~ ~ .਍ഀ Nb2° „ / ~ 1 GAS - ti 30 0©W (਍ഀ 2° ``~""`~-__j; ( ! 8170.7_ ~ ~਍ഀ s ~~b _'i. , ~ ~ ~ LINE OP EXISTING AND਍ഀ Q" U ! i. 70,8 GAS ~ ~ ~ ~ ~ PROPOSED R P , _ . METERS ,l ,਍ഀ ~ ~ I! ~O ~ ~ r ;C~ ' ~ , ~਍ഀ SEWER MANHOLE 0380 f ~਍ഀ RIM ELEV. = 8167.2' E` 781?I.O I E a ~ I GA5 METERS ~਍ഀ N6~°25'00"W N , ~ t:.. !t 71,5 ~ 63°$ ------EXIS ING PARKIN਍ഀ 2 8~ _ _ ~ FRONT 5E਍ഀ Q'... I ~ w 2 8170.3 ~ ~ - o~਍ഀ 7 _ ~ P ELEG.਍ഀ b ~ ~ ~ METERS਍ഀ N ° i 8171.3 i LIMIT OP 713਍ഀ DISTURBANCE LINE 73p„ W.. ~ o ~7~~ I਍ഀ ' _e_~ .਍ഀ ~ ~ets~ PRDPERTY LINE਍ഀ ~ O (TYPICAL . (OO„ ° )਍ഀ r W ' 26 N84 5b'00"W ° !਍ഀ ~ s' e~ 6~s°,~?r ~a~~~,~~i > "87 (.O3' N85 56'30"W ~ P (3,15਍ഀ C P ROP05ED SITE WALLS਍ഀ AND GATES - REFER TO ~਍ഀ LANDSCAPE PLANS਍ഀ a"T" t $-)~1~' NOTE:਍ഀ PROPOSED UNIT WALKWAYS਍ഀ (5EE LANDSCAPING PLAN) ARE਍ഀ TO BE HEATED AND SLOPED TOWARDS THE PARKING AREA ~r;~ ~ ~਍ഀ (TYPICAL)਍ഀ ,਍ഀ ਍ഀ ਍ഀ NdT~:਍ഀ PROPOSED WORK 15 LIMITED _ h਍ഀ TO LOTS 4, 5, AND ~i AND "~--~-___.,,r 4 .ij' , - ~ PORTIONS OP LOTS 3 AND 7 ti ~v I ~਍ഀ NEGESSA Y °~:n-_, s ~ ~~„7~~~ ~ ~ e op R TO COMPLETE਍ഀ il1r~ ~ ,r , h-: ~ ~ ~uil~in~ ~afef~~and li WORK, 1 _ 3.>>k~.a~,਍ഀ ? S~~਍ഀ rZ~2~•-; ~ „^tu7t?4.1 ~~.ai;rJirtg Codeffnf~rna"਍ഀ G~~~ ~~:;w~u~n,eorgranlin! ~~,~e~, .,~~~,w~ ~ E ELECTRICAL no`u ~ :i^r,crz.napprcval਍ഀ SCALE: I° =10,_0" ~ aaroi:.~~ nlhercr NORTH ~ ~r~, , , ~r ~ Y਍ഀ GA5 i j r~ ~y r f ~ r~ f'v n a TTT7n nn K T s~ ~l6 , . , ~ ~ fP1 ~ pTC__ -il.~~.aa„...,~n~,~ta~,~,~~਍ഀ 1al ; Ab1 C-;,nI ITL,I i=1 MATT /V,I m 0T 1 I 411਍ഀ ro 0 5 ~0 20 ao LIMIT OF D151URBA~NGE LINE 01 ar਍ഀ 8110.5 EXISTING 5POT ELEVATIONS n i ~'f f`! r [ ~p YI .is coue or(ji਍ഀ IN FEET਍ഀ I inch = 10 ft EXISTING t~A7 EXISTING s PROPOSED਍ഀ 8110.5 SPOT ELEVATIONS I 1 r'਍ഀ 10.5' BELON ROOF RIDGES ,਍ഀ L PROPOSED਍ഀ }਍ഀ ~ ~rn਍ഀ ''t਍ഀ ~ ~਍ഀ C~਍ഀ r਍ഀ fA਍ഀ C਍ഀ a.~C਍ഀ ~l਍ഀ .m.__ .._...v..._. ~਍ഀ a਍ഀ V J IL਍ഀ ~ r਍ഀ ~i ~ ~਍ഀ ~ ~ ~਍ഀ ~ ~ x c਍ഀ ► ~ W o~~~'਍ഀ hr p~h`^p਍ഀ _ ' try a N C7਍ഀ ~'~dh,'~h",਍ഀ f:,,' ~,,of i /~~~y O t7'p ul Il. 47 05 to਍ഀ 9~, ~{P~ ~rlir~ j਍ഀ ~'~~'ff C. ~~`;,~a~਍ഀ ~f;਍ഀ ~A Ai71~tTc~N r~cv s~.~sl5 Er1f~' ~ •਍ഀ vC(L2~਍ഀ ' I~ ' .਍ഀ ~ ~ 1~ ~਍ഀ t . ,a ~ ~ ~਍ഀ tl y- 5A AfJf7i I iDr~਍ഀ o ~ ~ _਍ഀ i I਍ഀ s਍ഀ t iii਍ഀ + ~ Y~ ~I਍ഀ • , r--=-- ^ -਍ഀ . ~਍ഀ .਍ഀ ~ f~- `.U਍ഀ . • '1 ~bU~਍ഀ ~fOrIF~ ~i , ,tam ~ o , '਍ഀ .~1- sbl I.le਍ഀ ~ ~foN~".P,o, i'NC~ CNC~T~~ - 12'~~I°tZul.~਍ഀ l਍ഀ ~I਍ഀ I਍ഀ 8- f~L~GK G-l~J ~k ~ jt-f~ ~਍ഀ ~~~-lia MEL1arl ~P GLL~fA~ ~1Lr N'1 t ' ~~G/ ~ • -਍ഀ r'y਍ഀ ~ C~~~~, ' ~iTOrl ~ 1?~~E"D N(~TC t-~ fi7o. _ ~ e਍ഀ ~.r.਍ഀ _ _ ~ U਍ഀ ~ ~ 1~TI~lG ~਍ഀ ~ouNP Co~-iz ~(p~ ~ ~ ~਍ഀ Tyr' !o l~1CFI,OI~~ !1਍ഀ T਍ഀ P~r~ETv P~਍ഀ FF-MDV~17਍ഀ \਍ഀ GaNg~UG'CInN f~~ _ f਍ഀ Af~u r~ oGUTN I~G't~Y ~lN~~਍ഀ '---r_਍ഀ  /if %v Li਍ഀ . ° WZ਍ഀ '~~~.1 1 W W਍ഀ ਍ഀ ~ ix D਍ഀ ਍ഀ .G w~1.਍ഀ c~ cn਍ഀ N h਍ഀ CC~,~ I T I D1~ NOT ~5਍ഀ PRIOR TO THE STAB TO THE 5T1~12T 0~ GONSTRUGTION, ~11=LD ~/~RI1=Y THE EXISTING GONDITIONS ,4a IT R~LRTE~ rih ~਍ഀ I. ALL WORK WILL BE COMPLETED IN AGGORDANGE WITH THE 2003 EDITIONS OF THE INTERNATIONAL਍ഀ BUILDING GODS" {"'IBG") "INTERNATIONAL PLUMBING GODS'", INTERNATIONAL MEGHANIGAL GODS" AND TO THE PROP05ED INTERNATIONAL FIRE GODS", THE 2D02 EDITfON OF THE NATIONAL ELECTRICAL GODS AND TOWN ANY CONFLICTS, Olt਍ഀ OF VAIL ORDINANCE NO.4 SERIES OF 2005 FOR ADOPTION OF THE ABOVE LISTED GORES. ,਍ഀ 2. THE GONTRAGTQR i. P਍ഀ 2. PER THE TOWN OF VA{L BUILDING DEPARTMENT THE EXISTING BUILDING HAS BEEN DESIGNATED A5 OR FURNISHINGS AR BE STORED. A TYPE V-A CONSTRUCTION GLASSIFIGATION. ALL PROPOSED WORK WILL BE COMPLETED IN਍ഀ ACCORDANCE WITH THIS GLAS5IFIGATION.਍ഀ 3. ALL GONSTRUGTIDN r - ~਍ഀ 3. THE OCCUPANCY GLAS5IFIGATION FOR THIS BUILDING 15 R2. ALL WORK WILL BE COMPLETED IN DUMPSTER UNTIL THI S਍ഀ ACCORDANCE WITH THIS GLASSIFIGATION, 4. PRIOR TO THE STAB਍ഀ 4, PROVIDE SMOKE ALARMS 1N THE LOCATIONS INDICATED iN SEGTIDN g07.2.ID.1.2 OF THE "IBG". A5 UTILITY LINES IN EAc਍ഀ REQUIRED BY SECTION x07,2.10.3 OF THE "IBG" ALL ALARMS ARE TD BE iNTERGONNECTED. AS PRIOR TO WORK ON਍ഀ REQUIRED BY SEGTIDN 907,2.10,2 OF THE "'IBG", PRIMARY POWER WILL BE FROM THE BUILDING RESOLVED AND H04 WIRING WITH A BATTERY BAGK-UP.਍ഀ 5, ALL PENETRATIONS OF THE EXISTING AND PROPOSED WALL A55EMBLIES, FLOOR / GEiL{NG i਍ഀ ASSEMBLIES AT THE UNIT BELOW AND GEILING /FLOOR ASSEMBLY AT THE UNIT ABOVE ARE TO BE਍ഀ SEALED IN ACCORDANCE WITH THE "IBG" AND WITH U,L. APPROVED A55EMBLIES. AFTER GQMPLETION OF PLUMBING AND ELECTRICAL ROUGH-IN AND PRIOR TD INSTALLATION OF਍ഀ INSULATION OR DRYWALL, THE GONTRAGTQR WILL REVIEW PENETRATIONS WITH THE ARGHITEGT,਍ഀ WHO WILL PROVIDE THE REQUIRED PENETRATION SEALING ASSEMBLIES. I. PRIOR TO THE STAF u~਍ഀ 6. PROVIDE 5/S" TYPE "X" DRYWALL TENT AROUND RECESSED GAN LIGHT FIXTURES OR LIGHT CONTRACTOR WILL਍ഀ FIXTURES WITH FACTORY APPLIED TENTS APPROVED FOR USE IN I-HR. RATED ASSEMBLIES. NOTIFY THE ARGHITI i਍ഀ -i. INTERIOR NON-BEARING WALLS DO NOT HAVE TO BE RATED. 2, DIMENSIONS TO EXIt ARE TO FAGS OF 5'਍ഀ S. INTERIOR BEARING WALLS WILL BE I-HR RATED ASSEMBLIES (SEE ASSEMBLY NO,I ON SHEET NQ. A2). NOTIFY THE ARGHITI਍ഀ SHOULD STEEL BEAMS EXIST IN THE GEILING ABOVE, THEY MAY HAVE TO BE PROTECTED WITH I-HR 3. THE FLOOR ELEVAT GON5~1'RUGTION. AFTER DRYWALL HA5 BEEN REMOVED, THE CONTRACTOR WILL CONTACT THE VERIFIED FOR THE I਍ഀ ARGHITEGT WHO WILL REVIEW EAGH BEAM AND WILL DETERMINE WHICH BEAMS HAVE TO BE 'r਍ഀ PROTECTED. 4. UNLESS NOTED OTHE਍ഀ ALIGNED WITH EAGH 10. FIRE RESISTANCE A55EMBLIES ARE REQUIRED WERE NOTED IN THE DRAWINGS. REFER TO SHEET ALLOW FOR THE FIB਍ഀ A-2 FDR SPECIFIC A55EMBLIES AND THE FOLLOWING FOR ADDITIONAL INFORMATIQN ABOUT EAGH.਍ഀ 5, ALL PROPOSED FO(਍ഀ I INTERIOR BEARING WALLS: NO ADDITIONAL INFORMATION, THE BUILDING SECTI~ x਍ഀ CONTRACTOR WILL਍ഀ 2 EXTERIOR BEARING WALLS: NO ADDITIONAL INFORMATIQN. 6, PROVIDE INSULATIO਍ഀ 3 SHAFT GQNSTRUGTION: A. EXTERIOR WAL਍ഀ B. ROOF/ATTICS਍ഀ A. THERE ARE SEVERAL OTHER APPROVED A55EMBLIES AVAILABLE, THE CONTRACTOR c~ GONG. FDTN਍ഀ SHOULD NOTIFY THE ARGHITEGT IF HE WISHES TO USE A DIFFERENT ASSEMBLY. G` WALLS਍ഀ B, PROVIDE SHAFTS AT THROUGH PENETRATIONS OF MORE THAN ONE FLOOR BY FIREPLACE D. SOUND BAIT I~਍ഀ FLUES, MEGHANIGAL SYSTEM FLUES OR OTHER DUCT WDRK. E. FLQQR GEILING਍ഀ C, REVIEW EXISTING SHAFTS WITH BUILDING DEPARTMENTS AND CORRECT A5 THEY REQUIRE. ~1~ THE ACTUAL FLOOR TQPPIN6 ON SOUND਍ഀ ¢ FLOOR I GEILING: REFER TO GENERAL CONSTRUCTION NOTE N0.7, 5TRUCT.) WITH (2) L/਍ഀ LOCATION OF UNDEF Y F਍ഀ 5 ROOF /GEILING: NO ADDITIONAL COMMENTS. RESISTANCE ASSEM਍ഀ 6 STEEL BEAM5: I-HR, PRDTEGTION WHERE REQUIRED. 8. THE GDNTRAGTQR ~਍ഀ A. NO ASSEMBLY HAS BEN PROVIDED. ASBESTOS. JF਍ഀ B. THE CONTRACTOR SHOULD NOTIFY THE ARGHITEGT IF HE WISHES TO U5E DRYWALL਍ഀ ASSEMBLIES OR SPRAY DN FiREPROQFING, ONCE A SYSTEM HA5 BEEN SELECTED THE਍ഀ ARGHITEGT WILL PROVIDE AN APPROVED ASSEMBLY. eB਍ഀ a'1਍ഀ j਍ഀ GYPSUM ,~SSDG I f~T l DN 35-3q STG GYPSUM ,~S`! i਍ഀ Gl~ 1=1LE ND. WP 3514 G~N~RIG I-HOUR F4R.E SOUND GA, FILE ND.਍ഀ GYPSUM W,41..LH4Afi2D, wooD ~T'U175 W40D ,JOIST<.਍ഀ ONE LAYER 5/8" TYPE °X" GYPSUM WALLBOARD OR GYPSUM VENEER ::r . . w . ;F - ~ THICKNESS: 4-3/4" BASE LAYER 5/8" TYPE "X"਍ഀ BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO EAGH SIDE DF ANGLES TO 2xIO WOOD JOIt਍ഀ 2x4 WORD STUDS 16"'o.c. WITH I-I/4" TYPE W DRYWALL SGREW5 12"o.c, APPROX. WEIGHT: 7 PSF DRYWALL SGREW5 24"o.c. F. WALLBOARD OR GYPSUM VE਍ഀ JOINTS STAGGERED 16" ON OPPOSITE SIDES, (LOAD BEARING) FIRE TEST: SWRI OI-4511-61x, 5-19-92 TD JOISTS WITH I-~/S" TYPE਍ഀ SOUND TEST: SEE WP 3520 AND INTERMEDIATE JOISTS ~਍ഀ 12"o.c. PLAGED 2" BAGK ON GffH NG-246 FT, 7-2-65 OFFSET 24" FROM BASE LA' _ t਍ഀ I/2" PLYWOOD WITH EXTERIO਍ഀ J015T5 WITH 8d NAILS . GEI਍ഀ NC?T TO SGAL~ RESISTANCE PROTECTION FC਍ഀ GYPSUM ,~SSDGIATIDN਍ഀ GR FILE ND, WP 8105 GENERIC i-HDUR EIRE਍ഀ GYPSUM WALL80ARDt GYPSUM SHEAT~fING, WrJr~D 5TUD5 ``1 h਍ഀ NaT Ta scAL~ EXTERIOR SIDE: 'T~~1'T~'TTTT, f r i਍ഀ ONE LAYER 4b'" WIDE 5/S'" TYPE "'X" GYPSUM SHEATHING APPLIED , ~ ° " . THICKNESS: VARIES਍ഀ PARALLEL TO 2X4 WOOD STUD5 WITH I-3/4" GALVANIZED ROOFING fix. I i਍ഀ NAILS, D,12D" SHANK, 7/(6" DR 1/2" HEADS, 4"o.G. AT VERTICAL JOINTS APPROX. WEIGHT: rt PSF AND ~"o.c. AT INTERMEDIATE STUDS TOP AND BOTTOM PLATES. JOINTS FIRE TEST: SEE WP 3510਍ഀ OF GYPSUM SHEATHING MAY BE LEFT UNTREATED. EXTERIOR CLADDING GYPSUM ASS " ~n਍ഀ TO BE ATTACHED THROUGH SHEATHING TD STUDS. NL R3501-41, -46, 9-17-65 uL DESIGN u3o9; G~ FILE ND, a਍ഀ INTERIOR SIDE: UL RI319-129, 7-22-90਍ഀ ONE LAYER 5/8" TYPE "X" GYPSUM WALLBOARD, WATER-RESISTANT UL DESIGN U314) GY~'SUM BQAfi~D V+~+਍ഀ GYPSUM BACKING BOARD OR GYPSUM VENEER BASE APPLIED ' PARALLEL OR AT RIGHT ANGLES TO STUDS WITH bd COATED NAILS, BASE LAYER 5/8" TYPE "'X°਍ഀ I-l/S" LONG O.D915" SHANK, i/4"' HEADS, "("o,c, (LOAD BEARING) ANGLES TD 2x10 WDDD JOlG਍ഀ DRYWALL SGREW5 24"a.c. F, i਍ഀ WALLBOARD OR GYPSUM VE TD J015T5 WITH I-~/8" TYPE਍ഀ AND INTERMEDIATE JOISTS ~਍ഀ NDT TC) SGfi~LE 12"o.c. PLAGED 2° BAGK ON਍ഀ OFFSET 24" FROM BASE LA' 1/2" PLYWOOD WITH EXTERIO਍ഀ JOISTS WITH bd NAILS. APP਍ഀ PROVIDES ONE-HOUR FIRE R਍ഀ FRAMING INCLUDING TRUSSES GYPSUM ASSOGI~TIDN 35-3~ STG C" t਍ഀ G~4 i=1L.E ND. W~' ~Dt~D i'R.DPRIET}~RY I-HOUR Flies SOUND਍ഀ GYPSUM WAI..LBOARD, STEEL G-T STUD i਍ഀ ONE LAYER i" X 24" PROPRIETARY TYPE '"X" GYPSUM PANELS INSERTED Y਍ഀ BETWEEN 2-I/2" FLOOR AND GEILING "J" RUNNERS WITH "T" SEGTIDN OF THICKNESS: 3-I/8"਍ഀ 2-I/2" PROPRIETARY G-7 STEEL STUDS BETWEEN PANELS. NOT TO SGALiv LIMITING HEIGHT: RI=FER TO MANUFACTURER਍ഀ OPPOSITE SIDE:਍ഀ ONE LAYER 5/5PROPRIETARY TYPE X 6YP5UM WALLBOARD, APPROX. WEIGHT: 7 P5F਍ഀ APPLIED PARALLEL TO 5TUD5 WITH I" TYPE 5 DRYWALL 5GREW5 b" o.c. AT E06E5 AND 12" o.r,. AT INTERMEDIATE 5TUD5. (NLB) FIRE TEST: GET, 1-7-74 E :3 :਍ഀ SOUND TE5T: E5TIMATED PROPRIETARY GYPSUM WALLBOARD਍ഀ G-P 6YP5UM 518" "6YPROG" "FIREGUARD" ~ n C1.਍ഀ I" "6YPROG" "FIREGUARD" 5HAFTLINER਍ഀ NOA99r=M5L* (1-HOUR SHAr- r,,ALL2 M 5 -T 161416 A 2਍ഀ NOT TO 5CALE਍ഀ i਍ഀ .k I U o~਍ഀ Q. c~v r~~.਍ഀ ~਍ഀ ਍ഀ ਍ഀ a~ ~਍ഀ v ~ ~਍ഀ ਍ഀ ਍ഀ ਍ഀ a਍ഀ ਍ഀ r~਍ഀ Q਍ഀ S~਍ഀ a਍ഀ i` i i i਍ഀ _ _ ~a I਍ഀ ~ ~ ~ UNIT 4A _ UNIT a,4਍ഀ } t_਍ഀ FLOOR ~ FLOOR਍ഀ EL. 8164' 3-5/8" EL. 8164' 3-5i8'•਍ഀ NOTE:਍ഀ ~ APPROXIMATE LDGATIDN C਍ഀ EXISTING FOUNDATION WAL਍ഀ NQTE; ~ NOTE; BA5ED ON CONDOMINIUM M }਍ഀ PROVIDE AN i8°x24" MIN. OPENING PROVIDE AN 18"x24"' MlN. OPENING EQ. FIELD VERIFY LOCATION G ALL WALLS {T1'PIGAL)਍ഀ WITH ODOR IN THE EXISTING WALL, WITH DOOR IN THE EXISTING WALL, , FOR CRAWL SPADE ACCESS. FOR DRAWL SPADE AGGE55. ~਍ഀ VERIFY LOCATION VERIFY LOCATION EXISTING WALL I I਍ഀ ABOVE (਍ഀ II a w~.. ~ . ~_w ~tr (਍ഀ i਍ഀ ti5਍ഀ R P D T E ~ P D OSE S E L 4 t਍ഀ G4LUMN (SEE STRUGT.) r . . . 4਍ഀ C਍ഀ ~ _i ~ ~ i f_਍ഀ ~਍ഀ ~-Iw਍ഀ I> o਍ഀ ° FOUNDATION WALL TD BE ~਍ഀ 4 U2 _ 8~~ ~ 3'-5 518° 8° 2'-2 i/8°਍ഀ VERIFY CENTERED DN THE , GR.{~WL SPA~G~ , ~ EXISTING WALL ABOVE਍ഀ 4 4 a } ~ ~ a _ . AND TO THE NORTH AND y a਍ഀ ° 4 • ~ . 4 ~ ~ ~ DN THE PROPOSED 8 GMU - ~ .d -਍ഀ ° WALL ABOVE {VERIFY (gyp a L1 8 LOCATION n T਍ഀ ~ N a V਍ഀ I਍ഀ ~ GR,~WL SPf~G~ I m _ ~ ~ I਍ഀ s,lY a ~ ~ ~ n਍ഀ , } , 3 3/4 ' EXIST a -਍ഀ ~ WALI. . - . , REMC਍ഀ ~o a ^ , a• e I _ a m VERB਍ഀ I ° ~਍ഀ 8 6 8 ,਍ഀ 15'-5 I/2° 5'-b° 13'-I° 4'-Su f5'-b l/8" VERIFY WITH THE___._.__,..._.__.__._.__--~_ _---_-VERIFY ~ _ _਍ഀ . a WALL ABOVE਍ഀ . ~਍ഀ l ~ I਍ഀ I਍ഀ ~o਍ഀ j 8° ' -਍ഀ b°਍ഀ B G D਍ഀ A~ Aq RIO AIO਍ഀ t਍ഀ I਍ഀ UNIT-4R UNIT-5A UNIT-bA਍ഀ NOTE:਍ഀ THE LOCATIONS 5HOWN FOR ALL EXI5TIN6 Cr਍ഀ Lmc-w"o)hflAlER LEVEL *F"LAN WALLS ARE BASED ON CONDOMINIUM MAPS PREPARED BY OTHERS. THE CONTRACTOR c3 W਍ഀ SHOULD FIELD VERIFY THE LOCATIONS OF CJ CL਍ഀ SCALE: 1/4" = P-O" PLAN ALL EXI5TINO WALLS AND THE DIMENSIONS਍ഀ NORTH INDICATED FOR THE LOCATIONS OF਍ഀ NO All V ITiQNAL GRFA THIS LEVEL PROPOSED WALL5, THAT ARE DIMENSIONED FROM THE EXI5TIN6.਍ഀ A 3਍ഀ - _ ~ ' ~ ca rn਍ഀ ਍ഀ ° \ /਍ഀ !਍ഀ ਍ഀ - ~਍ഀ t਍ഀ .t਍ഀ ਍ഀ ਍ഀ f ~਍ഀ r਍ഀ r਍ഀ 4 ~1'਍ഀ DN UP Q 0਍ഀ DN i਍ഀ _ ~ ~ UNIT 4>~ UNIT 5~ UNIT b~਍ഀ ~ I FLOOR FLaoR FLOOR਍ഀ ` EL. ~I-f1' 2-3/S" ` EL. 81-f1' 2-3/8" EL. 81-11' 6"਍ഀ ~ I਍ഀ ~ PROP05;=D STEEL਍ഀ COLUMN (SEE STRUGT.)਍ഀ DN PORTION OF EXISTING GMU WALL TO BE REMOVED FOR਍ഀ EXISTING AND PROPOSED INSTALLATION OE STEEL EXISTING WALL ff r~਍ഀ WALLS DO NOT ALIGN IN COLUMN AND REGONSTRUGTED WINDOWS TO BE 1਍ഀ THIS LOCATION t~FTER COLUMN HA5 BEEN REMOVED (TYPICAL) -਍ഀ INSTALLED਍ഀ - EXISTING WALL ~ APPROXIMATE LOGATI+ WINDOWS TO BE FURRING ON GMU WALL ~Q' -EQ' OE EXISTING FOUNDATI਍ഀ REMOVED (TYPICAL) CENTERED ON EXISTING WALL BELOW TO REMA਍ഀ - WALL (VERIFY LOCATION) (FIELD VERIFY LOGATb L~਍ഀ I ~਍ഀ N਍ഀ I - _ _ II ~ i "਍ഀ . _ - - - _਍ഀ . ~਍ഀ I i` : ~ m I 5TC7RAGE , 2 ; ~r S. 11_' ~਍ഀ • - . . . . EXISTING ~ I y `z . ~ I ~ ~ ~"3 EXISTING , .`.~XI5TING'WAliL ~ : ~ ~ ~I[ ~ - ~ , S-਍ഀ ~ _ uP 5,4 ~ SB ENTRY i 'i__ ~ .f`"" I , • ~ 4A ~ 48 ENTRY UP ~•.:W(f~>~oY~S~•TO•~Br=:.. ~ ~ it ~਍ഀ w_4 t਍ഀ I / ~ 1. ~ . EXIST NG DOOR5 TO . • . . REMAIN AND TO BE ~ - I ~ ~ . • 1਍ഀ 4 . WALIr. MottN rEV 1 !I i ~ o . REF{MSHED - ~ ~ i~At~.ING;.Wf:TH:~)rNDS : • F ~ E ~ ~ ~ r__.਍ഀ . + ~ ; • , i?.~TURNE~D ~TO. TIE T- ' I਍ഀ ,I 1 _ _ _ _ ~ WALL :.1~~. I ;਍ഀ o . . „ ~ , ~ s I ~਍ഀ . . . ~ ~ ~ ~ ~ ~ ~ /I / . : ~ ~ . , ~ METER GLa.. TER c~. ~ . ~ - -਍ഀ GUBBIES _ R 4 . ~ k . , ~ . ~ ~ • ~ ~ 1 . . tit ~ _ ~ l ° ~ N ~ ~ _ , ~ y _਍ഀ _ - ~ u~ , ~ I _ _ 1 + I -਍ഀ CY 2 i ~ u~ 51/2" t I „਍ഀ . - `E TIM W NDO _ ° . _ Y . G N R' . I ' . W I I , ' _I l/2 . ~ . : i਍ഀ 5 " r ~ E J t , °਍ഀ ABOVE , . m .਍ഀ „ ~ _ I . tX - SKI hIANG1NG RACK: . a - , 4w ~਍ഀ 0 I . + N ~ > - 3 2' E .਍ഀ _ ,1 . • _ , . , ,਍ഀ _ i DECK N •:__._a______._____ _u___ ~ ; Y' . ' : i ~v਍ഀ S" " ABOVE ~ p ~ - . :m• . ° - 2 - ~ 5112" I v ~ + l LIYINC~ Ri~4N!਍ഀ " BUILDING 5 q 3/4 ~ ~ v ~ _ UP ~ "਍ഀ 15''512" " ABOVE ~ \ B.ENTi~Y. i . E / 5 b ~ 5112 ~ ABOVE.:.. ; ~ CENTER WINDOW DIAL. .I. . i...: . (T~~'fGALI਍ഀ VERIFY WITH FURRING ON THE ~ b'-( 314" , BRACE ON RIDGE ABOVE '਍ഀ . ~ EXISTING WALL AT ENTRY AND WEST WALL OF UNIT 4A ABDVE ~ ~ ; - , ' ~ ~ ~ ; '਍ഀ . , : ~ ~ ✓ ~ 5. .਍ഀ - ROOF ABOVE ~ °਍ഀ + , (TYPICAL) r ~਍ഀ i਍ഀ G D 211a _ ~ - I਍ഀ ਍ഀ FRONT AIO Ala ~ Ea. ~਍ഀ SETBACK T 4'-S" 15'-61/8" b'-0" 7'-b 1/4" b'--`਍ഀ A~ A~਍ഀ PARKING SPACES 1਍ഀ UNIT-4>~ (4B ENTRY) UNIT-~,4 (5B ENTRY UNIT-6R 6B ENTRY 7 t਍ഀ NOTE: E ( V41NOON 5YMH0L - 5EE z਍ഀ THE LOCATIONS SHOWN FOR ALL EXISTING AVIDI TI ON GRFA TH 15 LEVEL All਍ഀ WALLS ARE BASED ON GONDOMINIUM MAPS UNIT 4A = 24q.5 50. ET All PROPOSED SITE WALL5 5GHEDULE ON A 12 ~ (D W਍ഀ f=imt:7 f=LCCK A N PREPARED BY OTHERS. THE CONTRACTOR SHOULD FIELD VERIFY THE LOCATIONS OF UNIT 5A = 24q. t 50. FT AND GATE5 (TYPIGAL) CL (5EE LAN05GAPIN6 '਍ഀ ALL EXISTING WALLS AND THE DIMENSIONS UNIT 6A = 216.5 50. FT PLAN)਍ഀ SCALE: 1/4" = 1'-O" PLAN INDICATED FOR THE LOCATIONS OF UNIT 66 - 5.2 50. FT (UNIT 66 TOTAL FOR BOTH FLOORS = 24q.4 50 24q.4 50. PT)਍ഀ NORTH PROPOSED WALLS, THAT ARE DIMENSIONED਍ഀ FROM THE EXISTING. A4਍ഀ o rn਍ഀ ~਍ഀ .,ice _ _਍ഀ i਍ഀ ਍ഀ ਍ഀ t 3਍ഀ "r.਍ഀ V਍ഀ 1਍ഀ i~ i਍ഀ UNIT 6B UNIT 4B UP਍ഀ UNIT BB FLOOR FLOOR ~ Y਍ഀ EL, 8181' 2-3/8° EL, 8181' 8-3/8° FLOOR਍ഀ EL. 818!' 8-318" IF P05518LE, LOWER THE਍ഀ HEARTH TO BE FLUSH w)TH਍ഀ PROPOSED STEEL FINISH FLOOR FLOOR LEVEL਍ഀ DRYWALL WRAPPED GOLUMN {5EE STRUGT,) BEAM ABOVE (TYPICAL) NEw BUILT-IN CABINET,਍ഀ (5EE STRUCT.) { VERIFY REG2UIREMENTS਍ഀ r EXISTING WALL ~ DN WlTH THE OWNER਍ഀ °f DN WINDOWS TO BE EXISTING WALL ~ REMOVED {TYPICAL) ~਍ഀ WINDOWS TO BE ~ ARCHED OPENING ABOVE਍ഀ REMOVED (TYPICAL) PORTION OF EXISTING GMU WALL r਍ഀ TO BE REMOVED FOR SKYLIGHTS ABOVE INSTALLATION OF STEEL COLUMN਍ഀ EXISTING FLOOR AND AND REGON5TRUCTED AFTER EXISTING WALL ~ W1NDOw5਍ഀ DECK GONSTRUGTION COLUMN HAS BEEN INSTALLED Ea, I TO BE REMOVED (TYPICAL)਍ഀ TO BE REMOVED AND ~ REGONSTRUGTED (5EE f FURRING ON GMU WALL ~ z FACE OF EXISTING WALL ~਍ഀ STRUGT,) CENTERED ON EXISTING I I (VERIFY) !਍ഀ J I) WALL (VERIFY LOCATION) ~ ' ' .਍ഀ -1-I~਍ഀ ~ ~I_._- - - - - - - - - _ . ~1 _਍ഀ . . - . r..਍ഀ ~ I, f 1 . I` ~ - , f I 2,~ :਍ഀ i ~ ~ ~ ~ ~AND~.RP~IL WCTH DN::.A I~ i L. 1 ~ ~ ~t:. _ I ~l NG OOM... ~ ~ - ,..I ~ ~ LEON:.: \f਍ഀ ~ I. ~ - 1 . ...1 :........:....I ~ .I 11`~ / . ~ 4^ I . ~ . i਍ഀ . DOwN'YO LANL?CNG~. I ~ l i I L. _ ~਍ഀ . . ~I . ..I਍ഀ I, , . ~ l . 1 ~਍ഀ ~ .I _ k.. . i ;,i . _ - 1 ~ . I~ tt਍ഀ - - _.I._ _ ~ ' GOAT HOOKS.,:.'... ~ . f * . ~ _ r ~ -਍ഀ . ~ L- 'v _ 14 . . _ _ ~ a I ~ LL~S I e r਍ഀ ~ 1 I~ 1 _ _ ~ I . _ ~ ~ ~ ~ , (TYPICAL). - - . L , . _ r ~ ~ L ~ : N I L , ~ ~vTA~I -਍ഀ _:1 ~ ~ ; _ j..- . - - , , - ~ ~ ~ f N .਍ഀ ~ l _ _ _ - - _ _ . ~ ~ ~ , _ _ _ . - ~ _ m਍ഀ e _I I A. ~ " w O' GAP... ,1. l ~I I t r ~ ~ 0 Slre ~ `,a~ N ~ t7 ~ F1UL" OM' 1,਍ഀ I਍ഀ k . ~ j S਍ഀ I i 1 ~ I I :.I . . ~ ~਍ഀ f l _ _ RQC7F E ~ ~ ~ ~ e ~ s 1 f ~ ~ . - .__.~i._.~. !.a਍ഀ I' BELOW ~ __.I..- _ _ ~ ~ i - _ ~ ~ ~ ~ I ~ I਍ഀ i w.--- ! I - . - - - _ __I ~ I _ _ _ . . _ _ ._i__ I. _ _ . _ _ . fw਍ഀ - 1 ~ J ~ _ _ i _ c ~਍ഀ ~ i ~ WA L5 BELOW I L1F਍ഀ i ~ L ~ I G ~ i j ~ 51/2 ~ 51/2 / I~ (TYPICAL) ~ y ~ I ~ 1 ~ I਍ഀ i I ' ! 5'-R 314" 5 12" ~ ~ N RooF ~ I I I - ~ I਍ഀ I CENTER WINDOW b'-15i¢° BELOW I I i I , I਍ഀ ON RIDGE I RO ~ ~ ~਍ഀ I ABOVE CENTER WINDOW ~ ~ BEL~Y~-~-; I~਍ഀ I I ON RIDGE ABOVE ( ~ I ~ ~ ~ I I ~ ~ r I_. i_਍ഀ ~ B G D _ ~ _ ! ~ 3 { - ~ ~ _ Iii਍ഀ A~ A~ X10 AIO 9TOEv4GE _ ~ . _ I ~ a ~਍ഀ ~ w I I _ - - BELO I ~ -਍ഀ T N STAIR I G _ - - - - , MUD-SET ILE O I/ ~਍ഀ WATERPROOF MEMBRANE ~ I ~ - ON CONCRETE SLAB ~਍ഀ SLOPPED TO DRAINS - o਍ഀ ' 1'-IQ I/2°਍ഀ ~ 81/8" " IS'-5 I/2° II'-II 318" II'-3 5/8" 15'-61/b" q'-6114" 81/~਍ഀ k-__ _ _ _ 1਍ഀ V~RiFY਍ഀ L~਍ഀ III ~਍ഀ UNIT-4B UNIT-5B UNIT-6B਍ഀ NOTE: ~UrrcUU~c ~਍ഀ THE LOCATIONS 5HONN FOR ALL EXISTING਍ഀ NALLS ARE BASED ON CONDOMINIUM MAPS z ~ W਍ഀ PREPARED BY OTHERS. THE GONTRAGTOR APPITION GRFA THIS LEVEL SHOULD FIELD VERIFY THE LOCATIONS OF r~਍ഀ ALL EXISTING WALLS AND THE DIMENSIONS UNIT 4B = 24q.6 SQ. FT 0 CL਍ഀ INDIGATED FOR THE LOGATION5 OF UNIT 5B = 24q . q 50. FT਍ഀ 50ALE: 1/4" = 1'-0" PLAN PROPOSED HALLS, THAT ARE DIMENSIONED UNIT 65 = 244.2 50. FT (UNIT 6B TO` JNIT 6B TOTAL FOR BOTH BLOOR5 = 24q.4 50. r-T)਍ഀ NORTH FROM THE EXI5TING.਍ഀ V਍ഀ ~ ~਍ഀ _ ~਍ഀ ~ ~1 ~ ~ hl.਍ഀ i ~ ~ ~ ~਍ഀ r' ~ i /਍ഀ \ ~ ~ \ ~ i ~ ~਍ഀ 1 ~ ~ ~ i \ i \ ~ ~ ~ ~਍ഀ \ ~਍ഀ i- ~ i ~ l ~ ~ A਍ഀ ~ \ i ~਍ഀ ____.--___.-_-_--..__-______--_--_r y ~r~ _ ~ ,਍ഀ f I r਍ഀ I I I ...cr.਍ഀ I਍ഀ ~ ~ i I਍ഀ i i 1 ~ - r਍ഀ I A I i਍ഀ E I ~ ! I N ~਍ഀ I I li ~ I਍ഀ ~ i ~ ~ - I I ! ~ UNIT 5B਍ഀ ~ x I ~ I nEGK਍ഀ w I ~ i t i i I i਍ഀ I I I I I I i ~ ~ I I਍ഀ i I I I s ~ a.®.i I--~ e._.__. _..m__ t.਍ഀ j਍ഀ I, I,਍ഀ UNIT 48 ; UNIT a8਍ഀ I l਍ഀ PLODR FLOOR _਍ഀ EL, 616~i" 7-3/16" EL. SiB~' ~-3/16"਍ഀ (~a.6"~ Sq~6' l ~ ) ~ I਍ഀ i.~਍ഀ i਍ഀ _ I I ( i { aa. _਍ഀ ~ ~ I 1 li਍ഀ I I i i ( { ':i I i r 4 I਍ഀ I I _ . E I ~ I it r਍ഀ ~ E_ = ~ I Imo- ~ w~ ~ ~ I਍ഀ ~ s 1 i - I ~ _ ~I ~ I ~ E਍ഀ I _.r_ __t _ ~ !਍ഀ f਍ഀ i _ - _ _ I I I I .L.਍ഀ I ~ I ~ .s ,਍ഀ I I ( I ~਍ഀ e I. ! I I ~ I਍ഀ E ~ _ _ a I -਍ഀ L_ 1_ _ _ ~ 1 I I ~ ~ _f,਍ഀ ' .I I I I਍ഀ I ~ I I਍ഀ I~ I I I l਍ഀ i, ! ' I I ~ I i਍ഀ - _ _ ~ 'i I I ; ~ !਍ഀ ' ~ ,਍ഀ i ~ ~ ~ ~ ~ ,਍ഀ I , _ _ ~L -i਍ഀ i I I਍ഀ i " ~~~T~ ~ _ _ _ _ _L I I f ~ ~ h it _਍ഀ ~ I ~ I p 7 1਍ഀ 'ii I ~ ~1 I I, i 1਍ഀ L_ _ i , i _ 1._ _1 _ -j ~ Ij~~ ~ ~ -਍ഀ ~ ilu i I I~,਍ഀ , i__ Ili, , I ~ „ ~ _ _ _ 1 I਍ഀ I I III, ~਍ഀ ਍ഀ I ~ ~I~ _ -G_ ~ " i 1 1 _ :਍ഀ " , ~ ~ i _ _ _ _ _ ~ _ L _ _ ~ e z ~ ~ ~ ~ i a a r਍ഀ q ~ ~ : . . ~ B ~ ~ , ~ , 1 .਍ഀ £ $ ~ `I II਍ഀ s਍ഀ ~ ~ r k਍ഀ ਍ഀ I I਍ഀ ~ B G D਍ഀ R਍ഀ A~ Alo A10 I਍ഀ I ~ I਍ഀ PROPOSED STANDING SEAM਍ഀ GOPPER ROOF SEE ROOF ¢ 4਍ഀ PLAN SHEET A~i) (TYPICAL)਍ഀ Ali਍ഀ UNIT-4B UNIT-aB਍ഀ NUTES:਍ഀ I, l Ht LUUAI TUNS SHUYVN I-UK ALL tM211N& WALL5 ARF t3/'\5F-E? ON GONDOt, LON GONDOMINIUM MAPS E਍ഀ PREPARED BY OTHERS. THE CONTRACTOR SHOULD FIELD VERIFY THE LOG .IPY THE LOGATION5 OF E਍ഀ PROPOSED HALLS, THAT ARE DIMENSIONED FROM THE EXISTING. AE LOGATION5 OF ~ J6. W਍ഀ 7HIomom':;~ Fl~u-`Vmo` fm"~01~AN ALL EXISTING NALL5 AND THE DIMENSIONS INDICATED FOR THE LOCATION'਍ഀ SCALE; 1/4° = I'-0" PLAN 2. WITH THE EXCEPTION OF P05SIBLE MODIFICATIONS TO THE EXISTING BEAR ic~TINr7 RFARING INAI i਍ഀ NORTH FOR THE ROOF JOISTS, NO WORK 15 ANTICIPATED FOR THIS LEVEL਍ഀ NO ADDITIONAL GRFA THIS LEVEL਍ഀ i ' ~ CJ 07 -਍ഀ .਍ഀ 3਍ഀ % - -਍ഀ I਍ഀ \ / / I਍ഀ ~ _ ,਍ഀ ,਍ഀ I਍ഀ N ~ UNIT 5B DEGK਍ഀ z BELOW਍ഀ I ~ r - ~਍ഀ ~ ~w w >਍ഀ EXISTING RIDGE਍ഀ _v. ~ ~ ~ ~ ~ w ~ ~ ~ ~ ~ .਍ഀ ~ EL. 81a~ -2 3/8 } r.਍ഀ i EXISTING TAR AND਍ഀ GRAVEL ROOFING •਍ഀ TO REMAIN ~ t਍ഀ ~ (TYPICAL) i਍ഀ I ;T .਍ഀ I I ~਍ഀ I਍ഀ i਍ഀ ~ EXISTING WALLS਍ഀ ~ PROPOSED TAR AND GRAVEL ~V BELOW (TYPICAL) z ROOFING TO MATCH EXISTING z਍ഀ u~ - ~ (TYPICAL) u~਍ഀ N ~ x I ~ xw I਍ഀ ~ } w ~ w PROPOSED TAR AND GRAVEL਍ഀ ROOFING TO REPLACE EXISTING਍ഀ ROOF GDNSTRUCTIDN TD BE -EXISTING CHIMNEY਍ഀ I REMOVED (SEE STRUCT.) TO REMAIN EXISTING CHIMNEY਍ഀ I (TYPICAL) TD REMAIN਍ഀ NEW WALLS BELOW਍ഀ (TYPICAL) I਍ഀ 1਍ഀ FIXED਍ഀ SKYLIGHTS EDGE OF EXISTING CENTERED ~਍ഀ ROOF (TYPICAL) ~਍ഀ ' c- ovER STAI L"9i ~ BELOW਍ഀ ਍ഀ 'i"~ ~ ~ .a਍ഀ r-਍ഀ _ Ar r ~ 5i ~਍ഀ ii ~ I ✓ ti ~ ~਍ഀ rr.'" ~ ~ W"i iYN' ~;'fMM .w{. y* Y~'',''~EM'W ~5 h~'; My % `a f ~ 1 4 ~ l t , 1 1਍ഀ 'r i਍ഀ i1 1 } ~ ~ ; l ~ 1਍ഀ ~ - ,.-.,w Y ~ ~,1' ~਍ഀ ~ ~ tr { ~ i r'~ ~ ~ f._,~਍ഀ I . ~ . ~ ' ~ ' .<,I਍ഀ r o I A } ~਍ഀ ~~~.q';Z° , ~ G ~ ~ll~ I , Y I~ ~ ~ ~ D }਍ഀ a4= ? yI} ~ ~I਍ഀ r ~ a ~`r ay ,u ~ ~ l+ ii 3 " I A+J" I ~ t t :J ~ tti.A ii ~r i Lam" h,:.r. f Y f਍ഀ Q _ Y` ~ f C: 1. ' , `P` ° t, N J r i 5~ n' ~ m 1਍ഀ 1'- f I ii r ~ ~ 1 g I I i~਍ഀ . ~ . , . ~ . I਍ഀ . ,਍ഀ r r i ~ ...w.~.. .,a.,. , " _ ~ ~ q" ~ . , FLOW ~ ~ ~ DECK 1 ~ ~਍ഀ I - ~ - - ~ BELOW ~ , ~ ~ _ ~ { t ~ I 4 ' _ „ _ _ ~ _ _ N r't਍ഀ I _ _ ~ i਍ഀ 4 ~ g cv 1 , ( ~ COPPER GUTTER 4I I i w ~ "਍ഀ 9 ~ ) I N ~ ~ ~ ~ AND DOWNSPOUT ~਍ഀ ~ I N 4 V2' 4 I/2" ® 'w਍ഀ P-b" 5'-4 3/4" 5`-A 3/4" I'-b° ~ V2 ~ t~ I 1 DECK਍ഀ I ~ BELOW - ROOF I I I 1਍ഀ BELOW ~ ~ R ~ 6਍ഀ d@਍ഀ i L " R OF਍ഀ ~ I ~ B LO; 444 1਍ഀ I'-b" b'-11/8" 6'-1118' I'-b' `਍ഀ I 1਍ഀ ° ~ I਍ഀ L-਍ഀ ~ I/2' 4 V2"਍ഀ I P-b" b'-113/4'਍ഀ COPPER GUTTER PROPOSED STANDING਍ഀ AND DOWNSPOUT-~ SEAM COPPER ROOF t~' `਍ഀ (TYPICAL) UNIT-48 UNIT-5B UI~IT~-6~ jA N਍ഀ  z ~਍ഀ o ui CL਍ഀ R00f= FlowAN਍ഀ 5GALE: Il4" = 1'-0° PLAN਍ഀ NORTH਍ഀ ta~ay' y~~on A 7਍ഀ ~U਍ഀ C7਍ഀ fl,਍ഀ ~਍ഀ N਍ഀ ~ CL਍ഀ tJ਍ഀ .Y਍ഀ ~2. t7਍ഀ ~ ~਍ഀ ~ ~਍ഀ ~ ~ t3 ~ ~਍ഀ L~1 CJ਍ഀ C7਍ഀ ~ (1. ~਍ഀ ~,,~.rt~-:.~~਍ഀ METAL RAILING TO MATGH PROPOSED TAR AND GRAVEL GOPP R਍ഀ THE EXISTING ONE AT UNIT E GUTTER AND਍ഀ 2A TYPIGAL ROOFING DOWNSPOUT f )਍ഀ ~ / ~ ~~~g ~q/y °°a ~ t1 , 3 4 t ,5਍ഀ PROPOSED ROOF FASGIA EXISTING TAR AND GRAVEL PROPOSED TAR AND GRAVEL TO MATGH EXISTING ROOFING TO REMAIN ROOFING TO REPLAGE THE - ~I YET.") G.Y:~1"`t /~l.lT4 _ _ ,'l" 1 t+~'...- Had'r`..l~i.. 7,. F.1 .~J ~ J, ~i._..,[(' C.,...5 p਍ഀ EXISTING ROOF GONSTRUGTION (TY'PIGAL)਍ഀ (SEE STRUGT.)਍ഀ 6x12 WOOD BEAM ~ E3 G I? ~਍ഀ (TYPIGAL) - f+,q AIO /ila III਍ഀ ~ _.7 r.---~ _W i^਍ഀ T.O, EXISTING RIDGE਍ഀ EL. 81q~'-2 3I8"਍ഀ PROPOSED METAL GLAD਍ഀ WOOD WINDOWS (TYPIGAL)਍ഀ ' VERIFY TO ~ VERIFY TD STUGGO TO MATGH MATGH EXISTING਍ഀ EXISTING TYPIGAL MATGH EXISTING _ RIDGE _ _ ~ ( ) - - - 12਍ഀ ~ ! STANDING SEAM GOPPER ..,.~„V , . ~਍ഀ ROOFING (TYPIGAL) ~ . _ ,ti ;਍ഀ ~ / j ~.a. HEA1~ ~਍ഀ ~l". _ ~ - ~ '਍ഀ , I਍ഀ ~਍ഀ u਍ഀ G Q' R.O~ HEAD GLEAR I ` , D MAX. G I - I ~ . , . ;਍ഀ -਍ഀ ਍ഀ ~ s ~ ~ m਍ഀ . ~ ~ . ~ I ~ ~ ~ I ; a a ~ I-.,~ . .਍ഀ ~r SEGOND FLOOR , g ~ ~'~I m.~~,~, ; 1 .਍ഀ UNITS 4B ~#5B MAIN LVL ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ r.d.' ' li i I ' ' , I ~ ~਍ഀ T.O. FLOORING I I ~ _ I~ : i' ~ , _ 6 . f.t ~ : ~ q ~ s - - ~ ~ I - -_-_1- - - - ~਍ഀ EL. 8181'-8 3/8"਍ഀ • . .਍ഀ • . x I਍ഀ ~ ~ .਍ഀ F II E ~ 1, ~ I I ~ ~ , X ~ ~਍ഀ ~ ~ ~ ~ I , ~ ~~~i ~ ~ ~ ~ T ~ A , ,਍ഀ •y,~ ~I~ i ~ ~ irrl,li~ 1 ~ ~ n . , I f ~ E ; ~ 1 I ; ;਍ഀ ' ; ~ I i 2 ;਍ഀ ~t + . , i ~ ~ ~ ~ ~ . ~ i ~ . ~ i i l ~਍ഀ ! - ji ' ~ if ~ IC it਍ഀ T x~ I IEI . , ~ 1 . _਍ഀ LOO ~ ~ . . ~ , ~ ~ ~ > ~ i i F1RST F R ~ l A ~ ~ ~ UNITS 4A ~ SA ENTRY V ~ ~ ~ ~ ~ ~ . ~ ~ ~ i . ~ ~ ~ , ~ ~ LL ~ ~ ~ ~਍ഀ I I ~ T.O. FLOORING ,਍ഀ EL. 8171'-2 318°਍ഀ WODD SIDING਍ഀ (STAIN) (TYPICAL)਍ഀ COPPER FLASHING ARGHITEGTURAL BEAM਍ഀ (TYPICAL) AND DIAGONAL BRACE਍ഀ (SEE SECTIONS B AND G)਍ഀ EXISTING DOORS 70਍ഀ REMAIN AND TO BE WALL MOUNTED LIGHT਍ഀ REFINISHED - FIXTURE -VERIFY MOUNTfNG HEIGHT WITH਍ഀ THE ARCHITECT਍ഀ -਍ഀ UNlT-3 UNIT-4,~ (48 I~NTRY) UNIT-5,4 (5B ~NTfi2Y)਍ഀ SCALE: I/4" = I'-0°਍ഀ _ j਍ഀ w f C~ F-਍ഀ z ~਍ഀ "`S EL਍ഀ A 8਍ഀ ~ c~ c~਍ഀ Cta cU਍ഀ r`"਍ഀ a~ ~ ~਍ഀ U਍ഀ ~r਍ഀ C7਍ഀ ~ ~਍ഀ `C7 ~਍ഀ C ttS਍ഀ ~ ~ ~ 4 m~਍ഀ "t7 ~ ~਍ഀ ~U਍ഀ ~ ~਍ഀ EXISTING RAOF OVERHANG - - _ ~ -਍ഀ REMOVED਍ഀ TYPIG,4L T,~R AND PROPOSED BEAM (SEE STRI,਍ഀ GRAVEL RQC~)=਍ഀ 5EE 5EGTIUN - ,4 EXISTING ROOF GONSTRUGTIAN PROPOSED Raal" OVER FRS਍ഀ TO BE REMOVED STRUGT,)਍ഀ GOPPER GUTTER AND DOWNSPOUT਍ഀ TYI•'IG~L DEGK R~fLING਍ഀ PROPOSED RAILING TO MATGH EXISTING EX15TlNG WALL AND WiND01^਍ഀ RAILING AT UNIT 2A - REMOVED PROPOSED BEAM (SEE STRUGT.)਍ഀ T.O. DBL. PLATE ~ ~ ; UNIT 4B਍ഀ _ - - _ _ - ~ EXISTING WALL AND WINDOWS TD EL. 81aA-6 ~ TYPIG~L ~ OOR BE REMOVED L਍ഀ (VERIFY) 2 i 1=1N{SH PLaaRING (VERfPY) C਍ഀ I AVER FRAME (5EE STRUGT.) GONGRETE TAPPING AVER਍ഀ ! ( PLYWOOD DEGKING ON WAG਍ഀ ~ ~ TY~'IG>~~. (SEE STRUGT.) WITH (2) LAYS ~r਍ഀ ~ TYPIG/'tL FLOOR ?7/8" TYPE "X" DRYWALL (SE' W>4TERPROQI~~D DEGK Mix. UNIT 4B਍ഀ ( SECTI{.~N _ ~ A55EMBLY Na. 4 ON A 2) Ol MUD-SET TILE DEGKING AVER FULL RESILIENT CHANNELS ATTAG਍ഀ COVERAGE WATERPROOFING ON SLOPING ~ ~ : ' BOTTOM aF JA15T5 AND FU1਍ഀ CONCRETE TOPPING OVER 3 " T . I 14 ff G DEGKING ~ . EXISTING DEGK GONSTRUGTION INSULATION IN JOIST SPACE਍ഀ AN WOOD JOI5T5 {SEE STRUGT.) WITH Ix6 TAG m ~ _ ~ I~.. ' I AND RAILING TO BE REMOVED SOUND CONTROL UNDERLAYI UNIT 4B MAIN LVL SOFFIT BOARDS aN BOTTOM OF J015T5 'I~ VERIFY T਍ഀ T.O. FLOORING 4 LOGO ION WITH THE _ _ _ _ _ _ i~, ` ~ I ARGHITEGT਍ഀ EL. 8181'-8 3/8" - - - -਍ഀ r਍ഀ PROPOSED WOOD BEAM (SEE STRUGT.) PRAP05ED LEDGER BEAM (5EE਍ഀ STRUGT.)਍ഀ ~ PROPOSED BEAM (SEE STRU਍ഀ _~~-r'` ARGHITEGTURAL WOOD BEAM AND BRACE ~ i j ~ Ex15TING WALL AND WINDOH਍ഀ i „ ~ PROPOSED LIGHT FIXTURE REMOVED਍ഀ a਍ഀ EXISTING CONCRETE WALKWAYS TO BE , j UNIT 4,4਍ഀ ~ UNIT 4R ~ ~B REMOVED _ ~ ~________i ~ ~਍ഀ ENT~2Y EXISTING EXTERIOR WOOD 1✓ i~਍ഀ UNIT 4A ENTRY LVL ~ BE REMOVED (DEGK NAT 5H਍ഀ T.O. FLOORING਍ഀ EL. 8171'-2 3/8" _ _ _ _ _ _਍ഀ PROPOSED WALKWAYS AND LANDSCAPING e~਍ഀ (5EE LAND5GAPING PLAN)਍ഀ UNIT 4,4 UNIT਍ഀ ਍ഀ SCALE: I/4° _ It~O਍ഀ ਍ഀ x_਍ഀ ~s਍ഀ ਍ഀ E ~਍ഀ Z LL਍ഀ 0 W਍ഀ ° 0 Q-਍ഀ A 141416਍ഀ (.7 ~ rn਍ഀ tV P-਍ഀ N਍ഀ U s_਍ഀ U} C਍ഀ Z3 ~ r- ~ ~਍ഀ EXISTING ROOF OVERHANG TO BE ~ co 0਍ഀ REMOVED - C ~਍ഀ EXISTING ROOT= CONSTRUCTION U c+~ ~਍ഀ PROPOSED BEAM (5EE STRUGT.)--- TYPICAL TAR ~ GRAVEL ROOF TO BE REMOVED - TYPIGRL TP~R POND m° t°,~਍ഀ 1 TAR AND GRAVEL BUILT-UP 8001=1NG ON WOOD C~R~4V~L ROC11= ~਍ഀ SHEATHING OVER WOOD JOISTS (5EE STRUCT.) PROPOSED ROOF OVER PRAMS (5EE ~ ~ 5~~ ~~GTION - D ~ a:਍ഀ WITH (2) LAYERS OP 5/8 TYPE X DRYWALL STRUGT,) SEE A55EMBLY N0.5 ON A 2 OVER 6 MIL਍ഀ { )਍ഀ ~ POLY VAPOR BARRIER ON THE INTERIOR SIDE OP JOIST AND R-38 BAIT INSULATION IN JOIST r ,F~਍ഀ CAVITY GOPP~~Z GUTC~}Z WITH nOWNaI'c?UT tr਍ഀ r y[਍ഀ 5 TYPIG~L ]~~~K R~4ILINC-~ ,a~~ ` ,~tj,~ a~ ~'~yc਍ഀ EXISTING WALL AND WINDOWS TO BE ~ ~ PROP05ED BEAM (SEE STRUCT.) _ ~~o~o~~n TQ Mf~TGH ~XIST~NG ~ a:,਍ഀ REMOVED ~ - ~ PROPOSED BEAM (5EE STRUGT.) _ ~ _r t'1, ..~Ih ~ ~ r-+ 5 it IAIF, A T I IAIIT ~T A _ CY'~'6਍ഀ UNIT 5B i ` - , P ~ ME F ~ TY I G L TAL RDO਍ഀ TYPICAL FLOOR I I STANDING SEAM COPPER ROOFING OVER PULL਍ഀ EXISTING WALL AND WINDOWS TO FINISH FLOORING (VERIFY) ON 1-I/2" COVERAGE SELF ADHESIVE WATERPROOF BE REMOVED +t਍ഀ CONCRETE TOPPING OVER 3I4" TAG MEMBRANE ON WOOD SHEATHING OVER WOOD਍ഀ JOISTS (SEE STRUGT.) WITH f2) LAYERS OP 5i8" PLYWOOD DECKING ON WOOD JOI5T5 ~4DDITION OVER FRAME (5EE STRUGTJ j਍ഀ (5EE STRUGT.) WITH (2) LAYERS OF ~ ~ TYPE X DRYWALL (SEE A55EMBLY N0. 5 ON਍ഀ 5 8" TYPE '"X" RYWA 5EE UNIT 5B ~ A 2) OVER 6 MIL POLY VAPOR BARRIER ON / D LL { ; i TYPICAL FLOOR ASSEMBLY N0. 4 ON A 2) ON i I THE INTERIOR SIDE OF JOIST AND R-38 BAIT਍ഀ ~ 12 INSULATION IN J015T GAVITI' ~EGTION - I~ RESILIENT CHANNELS ATTACHED TO I -~3਍ഀ BOTTOM OF J015T5 AND FULL BAIT ~਍ഀ INSULATION )N JOIST SPACE AND ' ' ~ COPPER GUTTER AND DOWNSPOUT EXISTING DECK CONSTRUGT(ON 1~`~'"~=~ AND RAILING TO BE REMOVED਍ഀ SOUND CONTROL UNDERLAYMENT - 1 J ~ , . 2. , . , . l਍ഀ VERIFY LOCATION WITH THE ~ q. }°~~B.: ~ UNIT 5B MAIN LVL ARCHITECT ~ _ T.O. PL_OORING਍ഀ EL. 8181'-8 3/8"਍ഀ ਍ഀ . ~ ~ ~ T.O. DBL. PLATE਍ഀ ~ ~ - - - - k : ` EL. 8181'-4" PROP05ED LEDGER BEAM {5EE਍ഀ ~ I ~ STRUGT.) _ ARGHITEGTURAL WOOD BEAM AND BRAGS਍ഀ PROPOSED BEAM {5EE STRUCT.) . .਍ഀ ~ ~ , ~ ; TYPI GAL EXTERIOR WALL I i ADnITION ~ ~ . .਍ഀ STUCCO OVER "TYVEK" BUILDING WRAP ON 518" ~ UNIT 5A ~ „਍ഀ UNIT 5~4 ~ TYPE X GYPSUM SHEATHING OVER 2X6 5TUD5 PROP05ED IG T I TUR ~ , ' WITH 5 8" DRYWALL OVER 6 MIL POLY VAPOR L H F X E਍ഀ PROVIDE TREATED 2x IMBEDS FOR /਍ഀ ~ ~ ATTACHMENT OF DRYWALL AND ~ ` BARRIER ON THE INTERIOR SIDE OF WALL AND R-Iq BATT INSULATION IN STUD GAVIIY. SHIM ARGHITEGTURAL WOOD BEAM I BASE TRIM (SEE STRUCT.) - i : ;਍ഀ EXI5TING WALL AND WINDOWS TO BE E DRYWALL TO CLEAR FOUNDATION WALL. AND BRAGS -਍ഀ REMOVED ~ UNIT 5A ENTRY LVL਍ഀ T.O. FLOORING਍ഀ . _ EL. 811 `-2 3/8"਍ഀ PROP05ED WALKWAYS AND LANDSCAPING਍ഀ {5EE LANDSCAPING PLAN)਍ഀ X d਍ഀ ~ PROPOSED GDNCRETE FOOTING AND UNIT 5A GR/kWi.. SPA~G~ _'.x,਍ഀ FOUNDATION WALL (5EE STRUGT,}਍ഀ 1 4. PERIMETER DRAIN SURROUNDED WITH GRAVEL,਍ഀ COVERED WITH PiLTER FABRIC AND ATTACHED਍ഀ TO EXISTING PERIMETER DRAIN SYSTEM OR਍ഀ EXTENDED TO DAYLIGHT (TYPICAL)਍ഀ ਍ഀ SCALE: !l4" = I `-0" SCALE: I/~਍ഀ ਍ഀ 0 CL਍ഀ ~a ~6 , !r' Na o5" 10਍ഀ ~ ~rn਍ഀ FIXED SKYLIGHTS n~ic~~ T~~ ~ ~~u~~ ~ao~਍ഀ PROP05ED DORMER OVER FRAME ~ TAR ~~n a+~v~~ BU~L.T-u~ ~.aa~iNa aN waa>~ cn ~਍ഀ 5EE 5TRUGT. SHEATHING OVER WaaD Jai~TS (5EE STRUGT,) U o਍ഀ ~ _ WITH (7) I ,hY~RS fiJ~" lYP~ "X" DRYWAI_L_ ~ ti਍ഀ ਍ഀ ° PROP05ED BEAM (5EE਍ഀ ~ ~ 5TRUGT. r- )਍ഀ EXISTING ROOF OVERHANG ( ~਍ഀ TO BE REMOVED਍ഀ EXISTING WALL AND ~ i਍ഀ WINDOWS TO BE REMOVED-~.~~਍ഀ II਍ഀ ~ ARGHED DRYWALL TOP ON UNIT 6B I ,਍ഀ H / \ GABINET OPENING I ~਍ഀ f 1 EXISTING DEGK ~ GONSTRUGTION AND ( I਍ഀ ~ --BOOKSHELVES AND N RAILING TO BE REMOVED਍ഀ 4 SHELF BUILT-IN CABINET, UNIT 6B - VERIFY SPECIFIC DESIGN GUARD RAIL਍ഀ ~ n ~ AND REGtUIREMENTS W1TH THE 1਍ഀ ~ Q ARCHITECT HAND RAIL TURNED DOWN , 4਍ഀ UNIT 6B MAIN LVL \ m AND EXTENDED TO ~ m HAND RAIL WITH END LANDING਍ഀ T.O. FLOORING - - - - RETURNED DOWN TO LANDING ~਍ഀ + 1_'਍ഀ 4਍ഀ UNIT 6f~ ~ UNIT 6th਍ഀ jam.਍ഀ 7 EXISTING WALL AND਍ഀ r WINDOWS TO BE REMOVED i਍ഀ UNITS 6A~bB ENTRY LVL ~ I਍ഀ T.O. FLOORING ~਍ഀ EL.81~1'-6°਍ഀ ~~r਍ഀ uNIT uNIT਍ഀ ~t਍ഀ ਍ഀ SCALE: I/4" = I"-0'• SCALE: I/4" = I'-O°਍ഀ 1~•਍ഀ i\਍ഀ TYPIG,~L TRR ,4ND਍ഀ GRAVEL ROOF਍ഀ SEE SECTION - ~਍ഀ TYPIGA~L I਍ഀ V~>~tTE~2PRG0EED DEGK਍ഀ MUD-SET TILE DEGKING OVER FULL t਍ഀ COVERAGE WATERPROOFING ON SLOPING ~ '਍ഀ GONGRETE TOPPING OVER 3/4" TAG DEGKING ~ ~਍ഀ ON WOOD JOISTS (SEE 5TRUGT.) WITH 1x6 TAG r,_ SOFFIT BOARDS ON BOTTOM OF J015T5 . f ~ _਍ഀ I਍ഀ I਍ഀ ~ TYP I GAEL DEGK R,411~ I NG਍ഀ uN PROPOSED RAILING TO MATCH EXISTING ( -਍ഀ RAILING AT UNIT 2A ! I਍ഀ I਍ഀ ਍ഀ ~ ~I m r. ; I਍ഀ UNIT bB MA N L L ,.:I ~ i I਍ഀ T.O. FLOORING , ' ;਍ഀ r ~ _ _ m,~.਍ഀ 2 • L:. ~.I.਍ഀ COPPER GUTTER AND DOWN5POU7਍ഀ `~i E ~i I਍ഀ j ~ 'f , I ' t~DDITIQN R ~਍ഀ ~ I ~ I I UNIT 6,~4਍ഀ PROPOSED BEAM (5EE STRUGT.) I ~ I਍ഀ j j ~ i ~਍ഀ 'I I਍ഀ 1) ,~~1 UNITS 6A~6B ENTRY LVL ~ I਍ഀ F ~ u!~ T.O. L_OORI NG I਍ഀ PROP05ED WALKWAYS AND LANDSGAPING _ ~਍ഀ ('5EE LANDSGAPING PLAN)਍ഀ PROP05ED CONCRETE FOOTING AND਍ഀ FOUNDATION WALL (5EE 5TRUGT.)਍ഀ PERIMETER DRAIN SURROUNDED WITH GRAVEL,਍ഀ COVERED WITH FILTER FABRIC AND ATTACHED਍ഀ TO EXISTING PER}METER DRAIN SYSTEM OR ~ur~~in~n -rn navy i~ur (-r,~t~i~.ai਍ഀ L/\ILI\L LL IV LF ~I LIV/il \i 11 IV/~L/ i 44 F"਍ഀ PROP05EP 5LAB ON GRAPE (5EE 5TRUGT.)਍ഀ Z d9਍ഀ 0 {tf LLI 0 Q-਍ഀ .5U I Lmt~ I N6 5FmC71 ON-f-m`਍ഀ 5GALE: 1/4° = V-0°਍ഀ -r਍ഀ i਍ഀ L~਍ഀ LL ~਍ഀ ~਍ഀ rt~~਍ഀ ~V ~਍ഀ I. ALL VENTED UNITS TO BE PROVIDED WITH SCREENS. NQ. LOCATION OP)=RATION or~~riou c~~ror°~° ~ 1z.o.'i;w~Drf~ ~.a. ~i~~+r r~i~+~r ~Ma~r<~ uo.਍ഀ ~ GDHM3218-3 112 5/8" 80 15/16" Q'-D"' A Q਍ഀ 2. HEAD REIGRTS ARE FROM TOP OF CONCRETE TOPPING OR SLAB ON GRADE. A SOUTH ELEVATION FIXED DOUBLE HUNG਍ഀ 3. WINDOW SUPPLIER r0 VERIFY TEMPERING REQUIREMENTS BEFORE ORDERING. ~਍ഀ ~ B SECTION - B DOUBLE HUNG i਍ഀ 4. WI HA ~ ALL NDOWS TO VE JAMB EXTENDERS, VERIFY JAMB WIDTH WITH WALL CONSTRUCTION.਍ഀ 5, ALL GLAZING SHALL BE INSULATED GLA55 (518" A{RSPAGE MINIMUM) SUITABLE FOR IN5TALLATIQN ABOVE G 50UTH E EVATIO FIXED਍ഀ 8,000 (ALTITUDE) AND, LUW E2, TEMPERED WMERE REQUIRED BY CODE. L N DOUBLE HUNG fA 'd'਍ഀ 6. ALL WINDOWS ARE TO BE GLAD, UNLESS OTHERWISE NOTED - COLOR TO BE SELECTED BY ARCHITECT FROM D SouTH ELEVATION SLIDING SLA55 D001਍ഀ STANDARD AVAILABLE GOLQRS. ~਍ഀ 7. ALL WINDOW MANUFACTURER`S NUMBERS ARE FOR "POZZI" GLAD WINDOWS AS MANUFACTURED BY JELD-WEN,਍ഀ INC. BEND OREGON UNLE55 OTHERWISE NOTED. E 5EGTION - G DOUBLE HUNS਍ഀ 8, GENERAL CONTRACTOR AND SUPPLIER ARE TO CR055 REFERENCE PLANS AND ELEVATIONS TO VERIFY WINDOW F SOUTH ELEVATION FIXED਍ഀ QUANTITIES, SIZES AND LOCATIONS. DOUBLE HUNS਍ഀ FIXED਍ഀ q. WINDOW SUPPLIER TO ADVISE GENERAL GONTRAG70R1ARGRlTECT IF ADDITIONAL REINFORCEMENT IS REQUIRED FIXED਍ഀ AND GRANGES TO R.O. DIMENSIONS. ~ FIXED਍ഀ DOUBLE HUNS਍ഀ 10. VERIFY THAT PROFILE BETWEEN PRODUCT TYPES ARE SIMILAR. VERIFY PROFILE QF ALL UNITS W/ARGHITEGT BEFORE QRDERING.਍ഀ II, WINDOW SYMBOLS ON PLANS AND ELEVATIONS ARE SHOWN A5 p S SOUTH ELEVATION SLIDING GLASS Daoi਍ഀ H SECTION - G DOUBLE HUNS਍ഀ ~ FIXED -਍ഀ ~ 1 SOUTH ELEVATION - DOUBLE HUNS਍ഀ E_ FIXED RADlUSED TOE਍ഀ ~ FIXED਍ഀ FIXED਍ഀ DOUBLE HUNG਍ഀ w-਍ഀ J SOUTH ELEVATION DOUBLE HUNG਍ഀ 7਍ഀ K SOUTH ELEVATION FIXED ~ OUT-SWINS਍ഀ ~U ~ FIXED਍ഀ z਍ഀ ~ L bA -ENTRY DOUBLE HUNG਍ഀ M SOUTH ELEVATION AWNING਍ഀ r਍ഀ N SOUTH ELEVATION FIXED਍ഀ ftl ~l i 3~਍ഀ ~ SLIDINS GLA55 DOOi਍ഀ z਍ഀ 0 ROOF FIXED਍ഀ l਍ഀ i਍ഀ c਍ഀ V~਍ഀ i਍ഀ I, INTERIOR DOORS ARE TO MATCH THE REIGHT, MATERIAL, DESIGN AND FINISH OF EXISTING DOORS IN THE UNIT NO. LOCATION WIDTH HEIGHT THK਍ഀ THE DODR IS TO BE INSTALLED IN.਍ഀ ~ I METER CLOSET 3'-0" 8'-0" 1 3/4' d'਍ഀ z਍ഀ ~ 2 METER GL05ET 3'-O" 8'-O" 13/4'਍ഀ Z਍ഀ ~ 3 ENTRY 3'-b" 8'-O" 13/4'਍ഀ ~ 4 MUil ROOM {PRJ I'-b"' VERIFY 13/4'਍ഀ ~ 5 STORASE (f~ 2'-D" VERIFY 13/4' z਍ഀ ~ 6 ENTRY CLOSET (P1~ I'-b" VERIFY 13/4'਍ഀ H ? STORAGE 2'-8" VERIFY 13/4'਍ഀ ਍ഀ j਍ഀ R਍ഀ t,਍ഀ ~ as tL਍ഀ ° W਍ഀ 12਍ഀ DATE 1 23/01਍ഀ AREA CALCUEA?.sNS E0:' Dti~~~~ .';f C~r,l਍ഀ G ; !~T . ; ~16?2~਍ഀ ~ ~ ~ ~ ,i a ~ ~ ~ , f~' SfTE COVERAGE਍ഀ ~►~A~'s}਍ഀ u ~ _ _਍ഀ 6549 S~J. FT.਍ഀ ~਍ഀ ~y,਍ഀ ~~.T .਍ഀ {{.~+~44 qp--਍ഀ ~,a~{^p~~ ~~.yr j Jr'.~~) -~~~11~ ~VSV~~~~~~ t਍ഀ 4_g'਍ഀ h ` ~4... {y A._. is ~ \J .L L» V V਍ഀ f਍ഀ ਍ഀ 4,਍ഀ j sQ. E~. <<~਍ഀ ' ~a2 ~ , ~਍ഀ ਍ഀ i਍ഀ 0਍ഀ ~ v ry h਍ഀ li਍ഀ ~ 3 L~ 1;;਍ഀ n ,1਍ഀ -I E~1~T1~~ _~INC3਍ഀ 6406 S~'. 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Iminn+~~u i i -~,rc~=sc s: ruc,Ili a. din fl 1 si ~il'Iri 2 I ne ihi r,~u rt~li ir.ri{ill I.Il~sl. I1,., iron has~J iunn਍ഀ Ill'IIIr1NGlt11)Elil~.Ql'IPI;UF~,A'1.Sll)I~ItII~bOl;il-,)(11\i,'IaIP!A~.~I ~ ~ ' t ,y'7. !'i~iV. ( t Ucn' piuct.-~.nl Ic alnhxn; ~ulh `Lln: i l~~li„ it it ~ uilcnlnn>'~ a. -਍ഀ di (I ~d in,1l'{) IS ;111 li ,i Ili ~iailc vi lrrlr nun ~ -i~sl~lr~i Lr,'~.I,C~n:~i਍ഀ rr colj in arCUdancc vrills ~.ni~uyuul. 11!'cpiucii~l Jcan~rl ~<sli'~dl lcn i' 'rlrnlia. .iliat~+tiull~,-~„I ~~~irnl~ur;non~ r~:dr~iiilp~usunlr~s _਍ഀ :u II~ ,i~e~i br li i u ~inrn FI 'o ~.nnldl rll:.III ielh 1;~d;1 jonl t 'ii ~u:u'tuml਍ഀ cl r,~ncrl. ncc. Hinnnuc lcl ,dl ualc'r til-t l(:J i~~l,l;~~InP+_ ~ xi:;!'i"~~7 e:~',t'Ct`~ ~C1 ~i~l`~kiNl a----- ~{1 f li Il l i i ' iri Is ~1ti1,A9 t ~,.ul; ~i0:11 i+i i u'd uql (i1 n_ ardsl a In [ ~ ~਍ഀ ~ i c I ~Y~1l~L - ~ I ~ X111}. Rr irJuiernren' i~la~.muJ a I' i ~nl i, in l ~ `.ia~a "11 i it - q਍ഀ ~S7AV'I)AIthPIZ~1(~Tf(P,?t'il'IUpr,~l.ulhs('R`if .11.Iap>,p4lrshihr n,i n~~w; iG h. I eru n'Irls III h nlnnird Il a ol.eolem lu hr ~~~nti li r::ul~inrJ਍ഀ : C4i a .~n,ii at ~°u; iuli~i cc~ ur,. ljrw„in ~cn d~iiun. ul h;ntcl:lr~a਍ഀ c n:fi !n I I i u i~[ c:n;h ~ ~ rf_਍ഀ l acre f< <.Iab> I" I $j, ~U u I '!ti tin I I . I)~~,.Ihl II ~:,ti. ` , .<I. II r*~ i I ii~l h,~ :~i. ~i ~ V)I,. _਍ഀ '7 linl ~ ._S~Si~nil~l(;i'.uui0.r:~,ll i~l``ullil ,eI:IJeiu:ib~, _਍ഀ tt I i It~'.11- , ...I r sor I ICran~.; it a,u ccnl, I .ill ilny xa AI! ~ I rlu i i uu;i..~ I ~~pion. ~਍ഀ ~ ~ b) l tl,l i I col I -lil n 11 ,I n ~:1ilt~l'louiCt. ~ -਍ഀ Si 'IrJi'S ;b.,l.AUll'! 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I ~ ~j਍ഀ ,i਍ഀ ~ of ~ i ii਍ഀ ~ i I I ~ ; , ! i I ~ I~਍ഀ r `i ~ I ' x f ' E ~ ~ ~ ~ I ~ t I ~ ~ 3;~ ~ I ~ ~ ~ ~਍ഀ ~ i ~ ~i ~ ~ ~ I~ ~ 4਍ഀ P ~ ~ ~ i i~ ~ ~ i ~਍ഀ r ~ ~ f z~਍ഀ _ i ~ i K } ~ \ ~ ♦ 5 _ _ r i.਍ഀ - ~ ; l'" ~਍ഀ r 'i ~ \ ~ ~ r - _ ~ ~ e ~ ( ~ ! ~ ~ I ~ ` ~ " ~ l ~ ~ i ~ 4 ` t਍ഀ 2q਍ഀ ` - BE਍ഀ SANDSTONE GAF AND਍ഀ STONL VENEER TO MATGF± -਍ഀ MATERIAL ON PLANTERS AT LOTS t AN;? 2਍ഀ SCALE: I/4" = I'~0"਍ഀ ਍ഀ ' ~਍ഀ ਍ഀ _ _ m.਍ഀ ਍ഀ L_._਍ഀ , ~ ~ ,਍ഀ I- -਍ഀ i .਍ഀ m ~..a਍ഀ q GMU WALL: AROUND਍ഀ f''~ EXISTING PLANTER -FIELD ,f਍ഀ VERIFY LOCATION WALKY~AY਍ഀ (TYPICAL)਍ഀ { ~ t਍ഀ 1 k'਍ഀ ~ k 11.1 }਍ഀ ~ ~ ~ ~ w I '਍ഀ 1਍ഀ w..__... ~ v. _ ~ ~ N }਍ഀ ° , 1 ~ ,਍ഀ t FIELD VERIFY ~ - ~ o ` „'Y ' I r ~ ____ri-~..~; ~ ~਍ഀ ~ as ~ E Q.. ~ ~ ~ - I t਍ഀ ~ ~ j ~Ot ! 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GMU PH ASTFR NITH <i ~ c਍ഀ _ WALL WITH STONE GAP ON GOATINC6 ON INTEI਍ഀ "I 7r= ;NALL FLAN NOTE: TOP WALL (TYPICAL)' AND STONE GAP WALLS HAVE BEEN DRAWN SU,,N਍ഀ THAT THE EAST / WEST NALLS਍ഀ 56ALE: 1%4" = 1'-0" FLAN OF ARE PARALLEL TO THE EAGE NORTH THE BUILDINv AND NORTH / SOUTH਍ഀ NALL5 ARE PERPENDICULAR TO .਍ഀ o rn਍ഀ Q...਍ഀ ~ ~ t F PLANTING LEGEND ~ a਍ഀ ~਍ഀ s਍ഀ A; ~ ~ ASPEN Papulus tremuloides 3" E਍ഀ ~ 3 ASPEN Multi-stemmed wi਍ഀ 3" main stem ~਍ഀ c਍ഀ 3 SPREADING COTONEASTER 5 gal.਍ഀ ' ` Cotaneaster divaricatus਍ഀ mU਍ഀ 5 FROEBEL. SPIREA 5 gal, ~ Q~ ri >਍ഀ • Spiraea japonica `Froebelii'਍ഀ a਍ഀ • ` 5 FAIRY QUEEN SPIREA ~ 5 gal.਍ഀ ` Spiraea trilabata `Fairy Queen' ~਍ഀ ~ ~ ~ ~਍ഀ PERENNIAL FLOWERS ~ ~਍ഀ 0. u~ • ~ ~ ~ a~ti~਍ഀ ~~r ~ PERENNIAL GROUND COVERS w ~ o਍ഀ ~ ; ~ i ,਍ഀ i਍ഀ ~ ~.~a~~'QuGGN ~i''~F~A਍ഀ C~'►n J~I~C~F-~rL,A, i i,਍ഀ ,~1.~ I' i ~M RY G2UE.~.rl ,਍ഀ a,਍ഀ UNIT 4A~ ~ UNIT 5A ~਍ഀ (4) STACKED਍ഀ _ 51"AGKED ELEGTRlGAL cLEGTRIGAL਍ഀ METERS 1N METERS IN GL05ET WfTH਍ഀ ' GAS METEi25 ~ GLp5ET e ~ t ! / ex~QS~D ~ELO~ f ~ h~ r~C~਍ഀ i ~ E t ~ t"਍ഀ / . ~ f 't਍ഀ . ~ ~ .਍ഀ a f ~ • Iff F ~ 1 1 • ~਍ഀ ~~s~ ~~tii ~ ~ ~ ~ ~ ' • ~ j ~ \ ~ r਍ഀ A਍ഀ j ~ 1 I i ~ ~ +r਍ഀ i u ♦ ~਍ഀ ' ' ♦ +਍ഀ ) , ~ ~ 6 p ,਍ഀ e਍ഀ ~ . ~7~~~਍ഀ rr.~~► ~ b l~At.L- I i s ~t਍ഀ - ~ ~ ~ ~ ~ ~ r ~਍ഀ . ;i'~ fQNt~ ,਍ഀ I II 3਍ഀ ~ i - ~j _ _ , ~ I i ~ ~਍ഀ I ~ ~l►1~~ ~ 7 ~ ~ ~w਍ഀ Mi . ~਍ഀ i਍ഀ ~ ~ ~਍ഀ } 4'਍ഀ j ! ~ !਍ഀ ! I ~ ~ !਍ഀ X71 ' M਍ഀ ' ~ ~ I ~਍ഀ ~ I਍ഀ f '਍ഀ ~਍ഀ M~਍ഀ ਍ഀ i f~ ti਍ഀ `ti ; ~ ~਍ഀ / ~ W I'I~tT1C~k~t C~਍ഀ ਍ഀ ਍ഀ ਍ഀ ਍ഀ ਍ഀ 50ALE: Il4 = 1'-0" PLAN -°a C) ~਍ഀ NORTH਍ഀ N਍ഀ .l਍ഀ