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Plans (2) PIS,) e3e o(c_ gedo_ /009s' I Fire and Life Safety Inspection Checklist for Required Rated Assemblies Exterior Walls— 704 - Rated a 2 3 4 ( inside > N Parapet Openings protection Y ❑ Fire Wall — 705 ❑ Party wall Y N (503.2) Parapet Y N Openings protected Y N 705.5 Horizontal continuity. Fire walls shall be continuous from exterior wall to exterior wall and shall extend at least 18 inches (457 min) beyond the exterior surface of exterior walls. "See Code book for exceptions" 705.6 Vertical continuity. Fire walls shall extend from the foundation to a termination point at least 30 inches (762 mm) above both adjacent roofs. "See Code book for exceptions" ❑ Fire Barriers - 706 - Rated 1 2 3 4 Openings protected Y N 706.4 Continuity of fire barrier walls. Fire barrier walls shall extend from the top of the floor /ceiling assembly below to the underside of the floor or roof slab or deck above and shall be securely attached thereto. These walls shall be continuous through concealed spaces such as the space above a suspended ceiling. ❑Incidental use area Y N Sprinkled Y N Rated (1 hour) Y N 302.1.1.1 Separation. Where Table 302.1.1 requires a fire- resistance-rated separation, the incidental use area shall be sep . . from the remainder of the building with a fire barrier. Where Table 302.1.1 permits an automatic fire -extinguishing syst= '111 ' a fire barrier, the incidental use area shall be separated by construction capable of resisting the passage of smoke. shall extend from the floor to the underside of the fire- resistance-rated floor /ceiling assembly or fire- resistance- .. • 4117 ti ; assembly or to the underside of the floor or roof deck above. Doors shall be self - closing or automatic -closing u • ; = • f smoke. Doors shall not have air Transfer openings and shall not be undercut in excess of the clearance permitted V. : -Ice with NFPA 80. ❑ Shaft Enclosures — 707 - Rated 1 2 3 4 Openings protected Y N �t - 0 , 707.5 Continuity. Shaft endosure walls shall extend from the top of the floor /ceiling assembly . - : the ' ,.a - rside of the floor or roof slab or deck above and shall be securely attached thereto. These walls shall be co; u uous ' j . gh concealed spaces such as the space above a suspended ceiling. The supporting construction shall be protect:, o : � rd the • uired fire- resistance rating of the element supported. Hollow vertical spaces within the shaft enclosure co '.,fin � . be fire - stopped at every floor level. ❑ Fire Partitions - 708 - Rated 1 2 3 4 Openings prot • Y 708.4 Continuity. Fire partitions shall extend from the top of the floor asse 1 • .Yw to ' e underside of the floor or roof slab or deck above or to the fire- resistance-rated floor /ceiling or ' = g . "_ ' 1 bly above, and shall be securely attached thereto. If the partitions are not continuous to the • = :a constructed of combustible construction, the space between the ceiling and the deck above shall be fire` ' or draft- stopped in accordance with Sections 717.2.1 and 717.3.1 at the partition line. ❑ Smoke Barriers — 709 — Rated 1 2 3 4 1 ni i s otected Y N 709.4 Continuity. Smoke barriers shall form an eff: a ; bran ntinuous from outside wall to outside wall and from floor slab to floor or roof deck above, including continuity through = • ed spaces, such as those found above suspended ceilings, and interstitial structural and mechanical spaces. The sup +. � : col ction shall be protected to afford the required fire- resistance rating of the wall or floor supported in buildingt- - o `?+ ype DB, MB or VB constriction ❑ Smoke Partition — 710 - Rated; 4 Openings protected Y N 710.4 Continuity. Smoke partitions s 1 e end ' the floor to the underside of the floor or roof deck above or to the underside of the ceiling above where th- ` -'' .,, embrane is constructed to limit the transfer of smoke. ❑ Horizontal Assemblies — 711 - Rated 1 2 3 4 Openings protected Y N 711.4 Continuity. Assemblies shall be continuous without openings, penetrations or joints except as permitted by this section and Sections 707.2, 712.4 and 713. Skylights and other penetrations through a fire- resistance-rated roof deck are permitted to be unprotected, provided that the structural integrity of the fire- resistance-rated roof construction is maintained. ❑ Membrane Penetrations — 712 ❑ Through Penetrations — 712 ❑ Fire Resistive Joint System — 713 ❑ Fire Resistive Rating of Structural Members — 714 ❑ Opening Protective — 715 ❑ Ducts & Air Transfer Openings — 716 - 716.4 Access and identification. Fire and smoke dampers shall be provided with an approved means of access, large enough to permit inspection and maintenance of the damper and its operating parts. ..Access points shall be permanently identified on the exterior by a label having letters not less than 0.5inch (12.7 min) in height reading: SMOKE DAMPER or FIRE DAMPER. ❑ Thickness of Protective Coverings — 720 -Table 720.1(1) ❑ Safety Glazing — 2406 ❑ Other - FIRE- RESISTANCE -RATED CONSTRUCTION TABLE 720.1(2)— continued RATED F1RE- RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a MINIMUM FINISHED THICKNESS FACE -TO -FACE° ITEM (Inches) - MATERIAL NUMBER CONSTRUCTION 4 hour 3 hour 2 hour 1 hour 2" x 6" (51 mm x 152 mrn) wood studs at 16 " centers with double top plates, single bottom plate; interior side covered with s / Type X gypsum wallboard, 4' wide, applied horizontally or vertically with vertical joints over studs and fastened with 2 15. Exterior or Type S drywall screws, spaced 12" on center, wallboard joints covered with paper tape interior walls 15 -1.16 and joint compound, fastener heads covered with joint compound, exterior side — — — 6 (continued) covered with 7 /16 "; wood structural panels (oriented strand board) fastened with 6d common nails (bright) spaced 12" on center in the field and 6" on center along the panel edges. Cavity to be filled with 5'/ mineral wool insulation. Rating established from the gypsum- covered side only. 2" x 6" wood studs at 24" centers with double top plates, single bottom plate; interior and exterior side covered with two layers of 5 /8" Type X gypsum wallboard, 4' wide, applied horizontally with vertical joints over studs. Base 15-1.17" layer fastened with 2 Type S drywall screws, spaced 24" on center, and face — — 7 — layer fastened with Type S drywall screws, spaced 8" on center, wallboard joints covered with paper tape and joint compound, fastened heads covered with joint compound. Cavity to be filled with 5 mineral wool insulation. 2" x 4" wood studs at 16" centers with double top plates, single bottom plate; 16. Exterior walls e rated for fire interior side covered with S /8 " Type X gypsum wallboard, 4 , wide, applied horizontally unblocked, and fastened with 2 Type S drywall screws, spaced from thee 12" on center, wallboard joints covered with paper tape and joint compound, inside only in 16 -1.1q fastener heads covered with joint compound. Exterior covered with 3 / 8 " wood — — — 41 /2 accordance structural panels (oriented strand board), applied vertically, horizontal joints with Section blocked and fastened with 6d common nails (bright) — 12" on center in the field, 704.5. and 6 on center panel edges. Cavity to be filled with 3 mineral wool insulation. Rating established for exposure from interior side only. For SI: 1 inch = 25.4 mm, 1 square inch = 645.2 mm 1 cubic foot = 0.0283 m a. Staples with equivalent holding power and penetration shall be permitted to be used as alternate fasteners to nails for attachment to wood framing. b. Thickness shown for brick and clay tile are nominal thicknesses unless plastered, in which case thicknesses are net. Thickness shown for concrete masonry and clay masonry is equivalent thickness defined in Section 721.3.1 for concrete masonry and Section 721.4.1.1 for clay masonry. Where all cells are solid grouted or filled with silicone - treated perlite loose -fill insulation; vermiculite loose -fill insulation; or expanded clay, shale or slate lightweight aggregate, the equivalent thickness shall be the thickness of the block or brick using specified dimensions as defined in Chapter 21. Equivalent thickness may also include the thickness of applied plaster and lath or gypsum wallboard, where specified. c. For units in which the net cross - sectional area of cored brick in any plane parallel to the surface containing the cores is at least 75 percent of the gross cross -sec- tional area measured in the same plane. d. Shall be used for nonbearing purposes only. e. For all of the construction with gypsum wallboard described in this table, gypsum base for veneer plaster of the same size, thickness and core type shall be permit- ted to be substituted for gypsum wallboard, provided attachment is identical to that specified for the wallboard, and the joints on the face layer are reinforced and the entire surface is covered with a minimum of inch gypsum veneer plaster. f. The fire- resistance time period for concrete masonry units meeting the equivalent thicknesses required for a 2 -hour fire- resistance rating in Item 3, and having a thickness of not less than 7 inches is 4 hours when cores which are not grouted are filled with silicone - treated perlite loose -fill insulation; vermiculite loose -fill insulation; or expanded clay, shale or slate lightweight aggregate, sand or slag having a maximum particle size of inch. g. The fire- resistance rating of concrete masonry units composed of a combination of aggregate types or where plaster is applied directly to the concrete masonry shall be determined in accordance with AC1216.1/TMS 216. Lightweight aggregates shall have a maximum combined density of 65 pounds per cubic foot. h. See also Note b. The equivalent thickness shall be permitted to include the thickness of cement plaster or 1.5 times the thickness of gypsum plaster applied in ac- cordance with the requirements of Chapter 25. i. Concrete walls shall be reinforced with horizontal and vertical temperature reinforcement as required by Chapter 19. j. Studs are welded truss wire studs with 0.18 inch (No. 7 B.W. gage) flange wire and 0.18 inch (No. 7 B.W. gage) truss wires. k. Nailable metal studs consist of two channel studs spot welded back to back with a crimped web forming a nailing groove. 1. Wood structural panels shall be permitted to be installed between the fire protection and the wood studs on either the interior or exterior side of the wood frame as- semblies in this table, provided the length of the fasteners used to attach the fire protection are increased by an amount at least equal to the thickness of the wood structural panel. m.The design stress of studs shall be reduced to 78 percent of allowable F with the maximum not greater than 78 percent of the calculated stress with studs having a slenderness ratio I/d of 33. - n. For properties of cooler or wallboard nails, see ASTM C 514, ASTM C 547 or ASTM F 1667. e a o. Generic fire- resistance ratings (those not designated as PROPRIETARY* in the listing) in the GA 600 shall be accepted as if herein listed. p. NCMA TEK 5 -8, shall be permitted for the design of fire walls. q. The design stress of studs shall be equal to a maximum of 100 percent of the allowable P , calculated in accordance with Section 2306. 2003 INTERNATIONAL BUILDING CODE® 121 74' KIATSUHO BUILDING ADDITION STRUCTURAL CALCULATIONS OREGON KI SOCIETY TAKUSHINKAN DOJO 12700 SW 68 PARKWAY TIGARD, OREGON 97223 CALCULATIONS FOR NEW ROOF FRAMING, POSTS, BEAMS & HEADERS - SHEETS 1 TO 4 December 16, 2005 CIDA PROJECT NUMBER: 050142.01 <(- co PR < 18796PE ' 2 s� OREGON �� fLZ' 4 9 A lFM B EP � � G �� A4 L AN 5 a /14./05. e',C to /3 4445 SW BARBUR BOULEVARD, SUITE 200 PORTLAND, OREGON 97201 (503) 226 -1285 3 fax (503) 226 -1670 E -MAIL: info @cidainc.com COi\'Ii\'1L INDUS - H:1 :1 \I� DL - \RCI -II I i ='.0 I Uhl. P.C. C1I_), =\ 1NC. 445 SW BARBUR BLVD., SUITE 200 PROJECT NAME: r I'AT 14O A )-.1' PRO(. 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