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HomeMy WebLinkAboutA-0i, _-� I N--) I CS I > N CODE COMPLIANCE NOTES: PHASE I & II: Occupancy Classification: A 2.1 Construction Classification: T y p e V 1 h o u r. (Construction classification is based upon Pecsok, Randall, Nice & Associates' best information of the existing construction as gathered through review of the facility and the construction documents prepared by other architects which were used to building the building. All of the requirements of Type V 1 hour construction and other requirements of the current Building Code may not be present in the existing facility. All remodeled areas will use materials and assemblies as required by current code.) AREA: Existing 15,719 Addition 797 Total 16,516 G.S.F. Allowed Area From Table 5C 10,500 G.S.F. Allowable Area increase for open yard on 3 sides 506.a (2) = 100% = 21,000 G.S.F. PHASE III Area #1 Occupancy Classification: A 2.1 Construction Classification: Type V 1 hour AREA: 8,117.5 G.S.F. Allowed area from Table 5C: 10,500 G.S.F. PHASE III Area #2 and PHASE IV Occupancy Classification: A 2.1 Construction Classification: Type V 1 hour AREA: 9,330 G.S.F. Allowed area from Table 5C: 10,500 G.S.F. CONSTRUCTION REQUIREMENTS OF V 1 HOUR CONSTRUCTION per Table 17 -A BUILDING ELEMENTS 1 -Hr 1. Exterior Bearing Walls 1 Hour 2. Interior Bearing Walls 1 Hour 3. Exterior Nonbearing Walls 1 Hour 4. Structural Frame 1 Hour 5. Partitions - Permanent 1 Hour 6. Shaft Enclosures 1 Hour 7. Floors - Ceilings /Floors 1 Hour 8. Roofs - Ceilings /Floors 1 Hour 9. Exterior Doors and Windows 0 Hour ADDITIONAL REQUIREMENTS: 06 k FIRE RATED ASSEMBLIES PER O.B.C. 2 HOUR PARTITIONS TABLE NO. 43 -A FIRE RATED ASSEMBLIES PER O.B.C. 16 -1.5 2" x 6" wood studs 16" on Sim. center with two layers 5/8" Type X 1 HOUR STEEL COLUMNS TABLE NO. 43 -B gypsum wallboard each side. Base layers applied vertically and nailed 1 -7.2 Three layers of 5/8" Type X gypsum 1 HOUR INTERIOR PARTITIONS with 6d cooler or wallboard nails at wallboard. First and second layer 9" on center. Face layer applied held in place by 1/8" diameter by 1 16 -1.3 2" x 4" wood studs minimum 24" on vertically or horizontally and 3/811 long ring shank nails with " nailed with 8d cooler or wallboard / g g center maximum with 5/8 Type X 5/16" diameter heads spaced 24" on gypsum wallboard applied vertically nails at 7" on center. For nail- ' center at corners. Middle layer or horizontally nailed with 6d adhesive application, base layers also secured with metal straps at cooler or wallboard nails at 7" on are nailed 6" on center. Face, mid - height and 18" from each end, center with and joints on nailing layers applied with coating of and by metal corner bead at each members. Stagger joints each side. approved wallboard adhesive and corner held by the metal straps. nailed 12" on center. Third layer attached to corner bead 1 HOUR EXTERIOR WALLS with 1" long gypsum wallboard screws TABLE NO. 43 -C spaced 12" on center. 17 -1.5 2 1/4" x 3 3/4" clay face brick ✓ ���'� Sim. with cored holes over 1/2 " gypsum 1 HOUR FLOORS /CEILINGS OR ROOFS /CEILINGS 1 HOUR STEEL BEAMS sheathing on exterior surface of 2" x 6" wood studs at 24" on center and 21.1 -1 Wood joist, floor trusses and roof 2 -4.1 Two layers of 5/8" Type X gypsum two layers 5/8" Type X gypsum trusses spaced 24" on center with \ wallboard are attached to U- shaped wallboard on interior surface. 1/2" plywood with exterior glue brackets spaced 24" on center. No. Sheathing placed horizontally or applied at right angles to top of - 25 gauge 1 5/8" deep by in vertically with vertical joints over joist or truss with 8d nails. The galvanized steel runner channels are studs nailed 6" on center with 1 plywood thickness shall not be less first installed parallel to and on 3/4" by No. it gauge by 7/16" head than 1/2" nor less than required by ' each side of the top beam flange to galvanized nails. Inner layer of Chapter 25. provide a 1/2" clearance to the wallboard placed horizontally or �.- flange. The channel runners are vertically and nailed 8" on center Base layer 5/8" Type X gypsum r �.� ��. ,J `. \ attached to deck or floor with 6d cooler or wallboard nails. wallboard applied at right angles to 9/ j 1 construction with approved fasteners Outer layer of wallboard placed joist or truss 24" on center with i spaced 12" on center. U- shaped horizontally or vertically and 1/4" Type S or Type W drywall screws rTi ;' '` ✓:'F ,/� brackets are formed from members nailed 8" on center with 8d cooler 24 on center. Face layer 5/811 Type identical to the channel runners. or wallboard nails. All joints X gypsum wallboard or veneer base At the bent portion of the U- shaped sta ered with vertical oints over applied at right angles to joist or ♦ �` bracket, the flanges of the channel ds j truss through base layer with 1 7 8" �; -' r g studs. outer layer joints taped and 9 Y / ti are cut out so that 1 5/8" deep finished with cotta ound. Nailheads Type S or Type W drywall screws 12" � corner channels can be inserted covered with joint compound. No. 20 on center at joints and intermediate F ♦`` ``r /' without attachment parallel to each gauge corrugated galvanized steel joist or truss. Face layer joints Wit, side of the lower flange. wall ties 3/4" by 6 5/8" attached to offset 24" from base layer joints, i each stud with two 8d cooler or 1/2" Type G drywall screws placed 2" wallboard nails ever y sixth course back on either side of face layer \� As an alternate, No. 24 gauge 1" by of bricks. end joints, 12" on center. \� 2" runner and corner angles may be / \ used in lieu of channels, and the web cutouts in the U- shaped brackets may be omitted. Each angle is attached to the bracket with 1/2" long No. 8 self - drilling screws. The vertical legs of the U- shaped bracket are attached to the runners with 1/2" long No. 8 self- drilling screw. The completed steel framing provides a 2 1/8" and 1 1/2" space between the inner layer of wallboard and the sides and bottom of the steel beam, respectively. The inner layer of wallboard is attached to the top runners and bottom corner channels or corner angles with 1 1/4" long No. 6 self - drilling screws spaced 16" on center. The outer layer of wallboard is applied with 1 3/4" long No. 6 self - drilling screws spaced 8" on center. The bottom corners are reinforced with metal corner beads. BASEMENT PLAN SCALE 1/16"= V -0" No work required in Basement except as required for relocation of exterior A/C units or Mechanical & Electrical tie - ins. Any selective demolition related to this Mechanical & Electrical work shall be repaired /replaced with like materials to match existing. 1 � i P ( ry, y N "A a / t v t'- ♦ -i. i ` ZI / / f 4-,00e, a i j ^ t/i N, PARTIAL SECOND FLOOR PLAN / '` SCALE 1/16"W—O" AI � v� ,y 1 V -- �_ I NIA _ 1-75 G' OF I ,r L o r r 6 S FIRST_ FLOOR PLAN SCALE I / 16" = 1' -0" BLDG. NORTH NOTE: this sheet is not provided only for the use of the State Department of Fire and Building Services. All contractors, regardless of trade, are responsible for the code information shown herein. 1:7-� 7....... 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