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HomeMy WebLinkAboutPermit 4516 - Yedor - Seattle Fur Exchange,CITY OF TUKWILA Building] Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address Contractor Address T.I. PERMIT # Ci/5 /(,e Control # 86 -355 (5);?) 240 Andover Pk W Suite # Tenant Seattle I-ur Exchange Assembly /Warehouse /Office Assessors Account # 0,2-3/0 --n 070 Phone # 213- 557 -9949 Zip 90067 Phone # 622 -1666 Zip 98101 Tom Yedor 1900 Avenue of the Stars, #1635, L.A., CA W. Lease -Lewis 1205 2nd Ave., Seattle, WA /J FOR BUILDING PERMIT ONLY Approved for issuance by Sq. Ft. Office Storage/ are W house Retail Other Occ. Load 1st F1. Itemized on Fire Department letter 2nd FI. 3rd F1. Total Fire Protection: © Sprinklers [[ Detectors Zoning C -M Type of Construction Special Conditions FOR SIGN PERMIT ONLY Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd Fl. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ 386,400 Bldg. Permit Fee Receipt # $ 1641.00 Plan Check Fee Receipt # $ 1067.00 Demolition Receipt # $ Surcharges Receipt # $ 1.50 Other Receipt # $ Other Receipt # 1,.r $ TOTAL Receipts 3807//4)69C/ $ 2709.50 [� Permanent ❑ Temporary [(Single Face Building face (] Double Face (� Wall Mounted [[ Free Standing [I Other Setbacks: Front Side Side Square Footage of each sign face Special Conditions Rear Total square footage of sign THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FUR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK I5 COMMENCED. FY THAT 1 HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES TYP, OF WORK L BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DUES NOT PRESUME TO GIVE AUTHORITY TO NC THE PRO'JS1 F ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRU TION R THE PERFORMANCE OF CONSTRUCTION. ,, C Date t 0 CO 4f- I HEREBY CE GOVERNING T VIOLATE OR ik4igned LICENSED CONTRACTORS DECLARATION I hereby affirm that I am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Contractor (signature) Date OWNER- BUILDER DECLARATION ( ) I, as owner of the property, or my employees, with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. l ) I, as owner of the property, am exclusively contracting with licensed contractor's to construct the project. Owner (signature) Date CITY OF TUKWILA (� Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1845 BUILDING PERMIT Work to be done Site Address Building Use Property Owner Address Contractor Address T.I. PERMIT # 6/__ Control # 86 -355 15)2) 240 Andover Pk W Assembly /Warehouse /Office Tom Yedor 1900 Avenue of the Stars, #1635, L.A., CAA W. Lease-Lewis 1205 2nd Ave., Seattle, WA Suite # Tenant eattte fur Lxcnange Assessors Account # Phone # 213 -557 -9949 Zip 90Q67 ! Phone # 622 -1666 i1 • Zip 98101 FOR BUILDING PERMIT ONLY Approved for issuance by Sq. Ft. Offi Office Storrehoaguse e/ Wa Retail Other Occ. Load 1st F1. Itemised on Fire Department letter 2nd FT- 3rd F1. Total Fire Protection: 11 Sprinklers Q Detectors 0 Zoning C -M Type of Construction Special Conditions Fees sq. ft. @ 1st F1. $ sq. ft. @ 2nd F1. $ sq. ft. @ other $ sq. ft. @ other $ Total Valuation of Construction $ 386,400 Bldg. Permit Fee Plan Check Fee Demolition Surcharges Other Other Receipt # Receipt # Receipt # Receipt # Receipt # Receipt # $ 1641.0(1 $ 1067.00 $ 1.50 TOTAL Receipts 3807//4)(A/ $ 2709.50 FOR SIGN PERMIT ONLY Q Permanent (] Temporary Q Single Face Q Double Face Q Wall Mounted [] Free Standing J Other Building face Setbacks: Front Side Square Footage of each sign face Special Conditions Side Rear Total square footage of sign THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK 1S COMMENCED. I HEREBY CE TT FY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING T IS TYP. OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR C NCE THE '6ROVISI'N OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRU %TION1 RC THE PERFORMANCE OF CONSTRUCTION. 1 ned � .• . Z Date ( l� 1 3 1 � (� . g _4_ �.,► Irr1 ,I LICENSED CONTRACTORS DECLARATION 1 hereby affirm that I am licensed under provisions of the Business and Professions Code, and my license is in full force and effect. Date Contractor (signature) ( ) 1, as owner offered for ( ) 1, as owner Owner (signature) OWNER - BUILDER DECLARATION of the property, or my employees, with wages as their sole compensation, will do the work, and the sale. of the property, am exclusively contracting with licensed contractor's to construct the project. Date structure is not intended or BOARD OF DIRECTORS CHAIRMAN MARK R, RODMAN DIRECTOR, BUILDING SERVICES SPRINGFIELD, ILLINOIS FIRST VICE• CHAIRMAN CHARLES CLAWSON DIRECTOR OF COMMUNITY DEVELOPMENT ARLINGTON, TEXAS SECOND VICE-CHAIRMAN WILLIAM E. SCHLECHT, C.B.O. BUILDING OFFICIAL COUNTY OF WASHINGTON HILLSBORO, OREGON IMMEDIATE PAST CHAIRMAN DAVID A, BASSETT, P.E., C.B.O. BUILDING SAFETY DIRECTOR MEDFORD, OREGON 4(.1.51(a International Conference of Building Officials REGIONAL OFFICE: 12505 BELLEVUE - REDMOND ROAD, SUITE 208• BELLEVUE, WASHINGTON 98005 • (206) 451 -9541 lair I OF fl �1•.�lY: 1986 BUILD NG L Ert. BOB FOWLER, P.E., A.I,A., C.B.O. DIRECTOR OF BUILDING INSPECTION ABILENE, TEXAS JAN P. GASTERLAND BUILDING CODE OFFICER ST. PAUL, MINNESOTA PHILLIP M. HERRINGTON, C.B.O. DIRECTOR, DEPARTMENT OF BUILDING AND SAFETY RENO, NEVADA DOUGLAS E. HOOD, C.B.O. BUILDING OFFICIAL COLORADO RIVER INDIAN TRIBES PARKER, ARIZONA SOL J. JACOBS, P.E. DIRECTOR OF INSPECTIONS MINNEAPOLIS, MINNESOTA JAMES L. MANSON, C.B.O. DIRECTOR, DEPARTMENT OF BUILDING AND SAFETY COUNTY OF SPOKANE SPOKANE, WASHINGTON MICHAEL J. NOLTE, C.B.O. BUILDING OFFICIAL CRESWELL, OREGON JAMES R. SINGLETON, C.B.O. BUILDING SAFETY ADMINISTRATOR TUCSON, ARIZONA BRENT SNYDER, C.B.O. BUILDING OFFICIAL PACIFICA, CALIFORNIA RONALD R. TREMBLAY, C.B.O. BUILDING OFFICIAL ASSARIA, KANSAS STANLEY WHEELER, C.B.O. BUILDING OFFICIAL/ FIRE MARSHAL LIVERMORE, CALIFORNIA EUGENE J. ZELLER, PE., C.B4O. SUPERINTENDENT OF BUILDING AND SAFETY LONG BEACH, CALIFORNIA PRESIDENT JAMES E. BIHR, P.E. December 1, 1986 Mr. Duane Griffin Building Official 6200 Southcenter Blvd. Tukwila, WA 98188 SUBJECT: 1 Hour Construction with 1 Hour Rated Suspended Ceiling System Section 3305(g),(h) Dear Mr. Griffin: OFFICES OF JERRY J. BARBERA, P.E. REGIONAL MANAGER FRANK S. NATSUHARA, P.E. REGIONAL ENGINEER CHARLES J. WILLIAMS, P.E. REGIONAL ENGINEER I have read you letter of inquiry dated November 24, 1986 and the letter dated November 19, 1986 by Mr. Michael Miller of NBBJ Group and have the following comments for your information. 1. The existing lay -in ceiling may or may not be a one hour fire resistive suspended ceiling system. The burden of proof should rest with the designer and be appealed to you or your Board of Appeals. 2. If the existing lay -in ceiling system is determined by you to be an acceptable 1 hour fire resistive system, the corridor walls may stop at the ceiling height. However, openings in the ceiling should be protected whether it is within or outside of the corridor area. This means fire dampers should be installed at all duct openings and the lighting fixtures should be surface mounted or tented. PLEASE SEE CASE N1, "Corridor Protection", by T. Koyamatus, Sept /Oct issue of Building Standards magazine, p. 9. 3. If the existing lay -in ceiling system is determined to be non-rated: a. The corridor walls should be extended to the roof sheathing. See Case N3. b. Or, the ceiling of the corridor may be capped with the same construction as the corridor walls. See Case C2 and Section 3305(b), 2nd paragraph. Main Office: 5360 South Workman Mill Road • Whittier, California 90601 • (213) 699 -0541 Duane Griffin December 1, 1986 Page Two 4. For your information,may I direct your attention to footnote #15, Table 43C. In my opinion, where the Evaluation Report of a proprietory suspended ceiling system refers to the wood floor and wood joist system described in Table 43C, footnote #15, would also be applicable. However, the, roof system described by the designer does not appear to comply with this. Also, note that Section 1806 does not apply to this Type III -1 hour building. I hope that the above comments will assist you in the application of the code. If you have any further questions, please feel free to call us. Very truly yours, Frank S. Natsuhara, P.E. Regional Engineer hmm c /Frank Drake BOARD OF DIRECTORS CHAIRMAN MARK R. RODMAN DIRECTOR, BUILDING SERVICES SPRINGFIELD, ILLINOIS FIRST VICE-CHAIRMAN CHARLES CLAWSON DIRECTOR OF COMMUNITY DEVELOPMENT ARLINGTON, TEXAS SECOND VICE - CHAIRMAN WILLIAM E. SCHLECHT, C.S.O. BUILDING OFFICIAL COUNTY OF WASHINGTON HILLSBORO, OREGON IMMEDIATE PAST CHAIRMAN DAVID A. BASSETT, RE., C.B.O. BUILDING SAFETY DIRECTOR MEDFORD, OREGON C International Conference of Building Officials REGIONAL OFFICE: 12505 BELLEVUE - REDMOND ROAD, SUITE 208 • BELLEVUE, WASHINGTON 98005 • (206) 451 -9541 BOB FOWLER, P.E., A.I.A., C.B.O. DIRECTOR OF BUILDING INSPECTION ABILENE, TEXAS JAN P.GABTERLAND BUILDING CODE OFFICER ST. PAUL, MINNESOTA PHILLIP M. HERRINGTON, C.B.O. DIRECTOR, DEPARTMENT OF BUILDING AND SAFETY RENO, NEVADA DOUGLAS E. HOOD, C.B.O. BUILDING OFFICIAL COLORADO RIVER INDIAN TRIBES PARKER, ARIZONA SOL J. JACOBS, RE. DIRECTOR OF INSPECTIONS MINNEAPOLIS, MINNESOTA JAMES L. MANSON, C.B.O. DIRECTOR, DEPARTMENT OF BUILDING AND SAFETY COUNTY OF SPOKANE SPOKANE, WASHINGTON MICHAEL J. NOLTE, C.B.O. BUILDING OFFICIAL CRESWELL, OREGON JAMES R. SINGLETON, C.B.O. BUILDING SAFETY ADMINISTRATOR TUCSON, ARIZONA BRENT SNYDER, C.B.O. BUILDING OFFICIAL PACIFICA, CALIFORNIA RONALD R. TREMBLAY, C.B.O. BUILDING OFFICIAL ASSARIA, KANSAS STANLEY WHEELER, C.S.O. BUILDING OFFICIAU FIRE MARSHAL LIVERMORE, CALIFORNIA EUGENE J. ZELLER, RE., 0.5.0. SUPERINTENDENT OF BUILDING AND SAFETY LONG BEACH, CALIFORNIA PRESIDENT JAMES E. BIHR, P.E. December 1, 1986 Mr. Duane Griffin Building Official 6200 Southcenter Blvd. Tukwila, WA 98188 SUBJECT: 1 Hour Construction with 1 Hour Rated Suspended Ceiling System Section 3305(g), (h) Dear Mr. Griffin: OFFICES OF JERRY J. SARSERA, RC. REGIONAL MANAGER FRANK S. NATSUHARA, P.E. REGIONAL ENGINEER CHARLES J. WILUAMS, RE. REGIONAL ENGINEER I have read you letter of inquiry dated November 24, 1986 and the letter dated November 19, 1986 by Mr. Michael Miller of NBBJ Group and have the following comments for your information. 1. The existing lay -in ceiling may or may not be a one hour fire resistive suspended ceiling system. The burden of proof should rest with the designer and be appealed to you or your Board of Appeals. 2. If the existing lay -in ceiling system is determined by you to be an acceptable 1 hour fire resistive system, the corridor walls may stop at the ceiling height. However, openings in the ceiling should be protected whether it is within or outside of the corridor area. This means fire dampers should be installed at all duct openings and the lighting fixtures should be surface mounted or tented. PLEASE SEE CASE N1, "Corridor Protection ", by T. Koyamatus, Sept /Oct issue of Building Standards magazine, p. 9. 3. If the existing lay -in ceiling system is determined to be non-rated: a. The corridor walls should be extended to the roof sheathing. See Case N3. b. Or, the ceiling of the corridor may be capped with the same construction as the corridor walls. See Case C2 and Section 3305(b), 2nd paragraph. Main Office: 5360 South Workman Mill Road • Whittier, California 90601 • (213) 699 -0541 Duane Griffin December 1, 1986 Page Two 4. For your information, may I direct your attention to footnote #15, Table 43C. In my opinion, where the Evaluation Report of a proprietory suspended ceiling system refers to the wood floor and wood joist system described in Table 43C, footnote #15, would also be applicable. However, the roof system described by the designer does not appear to comply with this. Also, note that Section 1806 does not apply to this Type III -1 hour building. I hope that the above comments will assist you in the application of the code. If you have any further questions, please feel free to call us. Very truly yours, Frank S. Natsuhara, P.E. Regional Engineer hmm c /Frank Drake co^c14,14;ek cdec i i 4o ;14640) a, ','re ro eer IF-n 45 b +y of o-f'.OLe wal( °Ad 100.1 T-i^ err'icIY we:ce:pi' City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1800 Gary L. VanDusen, Mayor November 24, 1986 ICBO Northwest Regional Office 12505 Bellevue- Redmond Road Suite 208 Bellevue, WA 98005 Gentlemen: I am currently in need of information, and hopefully an official interpre- tation, regarding ceilings in one -hour rated corridors as required by Section 3305(g), 1985 UBC. I have a situation with a corridor that serves an occupant load of 30 or more that is located in what was once a warehouse area but has since been converted to office space. The walls of the corridor meet the requirements of a one -hour wall and do not appear to present a problem. At the present time a suspended ceiling comes over the top of the walls and the corridor, forming the ceiling for both the offices and the corridor itself. The height of these walls is approximately nine feet, and the roof of the building is approximately 16 feet above that. The architects on this project maintain that placing a fire -rated suspended . grid system and fire -rated panels in the grid constitutes a one -hour ceil- ing in this particular instance. I have attached their letter, dated November 19, 1986, and enclosures in which they have explained their posi- tion. I would appreciate your opinion on this subject as soon as possible. If. you have any questions or comments regarding this matter, please give me a call at 433 -1852. • DG /sjn enclosures. Sincerely, Duane Griffin Building Official The NBBJ GrC.p 111 South Jackson Stre i Architecture Seattle, Washington 98104 Interior Design (2081223.5555 Planning Telex 329473 Burgess-Sea Economics Cost Management Graphic Design Landscape Architecture November 19, 1986 Seattle Fur Exchange Job No. 24056.00 Mr. Duane Griffin, Plans Examiner City of Tukwila Building Division 6200 Southcenter Boulevard Tukwila WA 98188 Dear Duane: The following is NBBJ's interpretation of the existing one -hour construction at Seattle Fur Exchange. Facts: 1. The building is Type III, one -hour construction throughout. 2. The existing lay -in ceiling over the entire office area is 5/8 -inch, UL label -FR, FR -2. We do not know the manufacturer but submit I.C.B.O. report 1349, dated January 1985, as are -induatry standard. See attached. an 3. The grid system, as manufactured by Chicago Metallic Corporation, is UL labeled one -hour. See attached I.C.B.O. report 1905 dated November, 1985. 4. The entire area is fully sprinklered above and below the one -hour ceiling. 5. The corridor walls are one -hour construction, 5/8 -inch type 'x' GWB over metal studs. 6. The roof system is constructed with a panelized system of 2x6 T &G deck layed at 450 to the heavy timber structural frame. It is 25 feet above the floor below. According to Section 1806 of the UBC, it can be unprotected in a one -story building. See attached. 7. The only UL tested assembly for a one -hour rating in a horizontal position is U.S. Gypsum's Shaftwall which is very expensive to install. We know of no jurisdictions which require this type of construction for one -hour corridors. C Mr. Duane Griffin November 19, 1986 Page Two On page six of UL Fire Resistive Directory Design Information Section, it states that "all ratings are based on the assumption that the stability of structural members supporting the assembly are not impaired by the effects of fire." It further states that, "ratings shown on individual designs apply to equal or greater height or thickness of the assembly and larger structural members when both size and weight are equal or larger than that specified." This coupled with the fact that we have heavy timber construction, we feel that our assembly is superior to UL L -210 which covers a lay -in ceiling attached to a wood structure. I also spoke with Mr. Keith Johnson of Armstrong Ceiling Products. He told me that it is common practice throughout the industry to use one -hour rated ceilings as a part of corridor construction. He said he would be happy to discuss this with you. His telephone number 454 -3572. Given the above information we feel the existing corridor construction comprises a one -hour egress tunnel as required by Section 3305(g).of the UBC. We understand that there are always interpretations required when dealing with codes and construction assemblies. We feel the information list above clearly supports a favorable interpretation by the City of Tukwila and that this same interpretation is made regularly by other municipalities in the Puget Sound area. Thank you for your consideration and help in resolving this matter. Sincerely, Michael Miller 123h Enclosures cc: Mr. Doug Gibbs - Tukwila Fire Marshal (w /encl.) Mr. Bill Lewis - W. Lease Lewis Mr. Arlan Collins h (1 (1.-9,', ab Y fJt c' °'' Q � L l 1 I (} { h 11Q, (1 (vq .. 5440 'cf 144 ce;\� q�, �x . \ f +4 I N) : t cj t0# ; 1/0 opi,t, t 014) ! ru o:. I -. hot. ,�; 2 l t- R. Cy -a Tv 4�ui T85` z e4 &) • • International Conference of Building Officials EVALUATION REPORT Report No. 1349 January, 1985 Filing Category: FIRE - RESISTIVE CONSTRUCTION —Other Fire- resistive Construction ARMSTRONG ACOUSTICAL FIRE -GUARD ARMSTRONG WORLD INDUSTRIES, INC. 2500 COLUMBIA AVENUE LANCASTER, PENNSYLVANIA 17604 I. Subject: Armstrong Acoustical Fine- Guard. I1. Description: A. Fire- resistive Systems — Concealed Grid: 1. Four -hour Fire - resistive Floor - Ceiling or Roof - Ceiling: The construction consists of a concrete, lightweight concrete or gypsum fill, and nded ceiling supported by a cellular steel floor. The fill is placed over the steel deck and has a minimum depth of 2% inches above the top flute of the deck units. The soffit of the %- inch by 12 -Inch by 12 -inch tile is suspended not less than 17% inches below the bottom surface of the steel deck. No. 18 gauge 1%-inch deep galvanized steel channels spaced 48 inches on center are suspended from the steel deck with No. 12 gauge wire attached at 48 -inch intervals. T- shaped No. 24 gauge galvanized steel main runners having a depth of % inch are installed perpendicular to the channel sections and are spaced at 12 -inch intervals. No. 22 gauge steel hanger clips are used to attach the main runners to the supporting channels at each intersection. The ceiling tiles are con- nected to the main runners by means of No. 25 gauge T- shaped snap -in clips having a length of 3% inches which are designed to be inserted in the double web of the main runners providing sup- port for the tile at the corners only. Where main runners are spliced, a % -inch clearance shall be provided between runners. Steel beams placed in the space between the steel deck and sus - pended ceiling have a four -hour fire- resistive rating provided the bottom flange of the steel beam is located 1% inches above the soffit of the ceiling tile. Recessed light fixtures may be installed providing the area does not exceed 25 square feet per 100 square feet of ceiling area and the tile does not contain through perforations. The light fixtures are protected with Fire -Guard Acoustical Boards % inch thick, assembled into a box. The box is 24 inches wide, 48 inches long and has an overall height of 5% inches. The box is formed of %- inch Fire -Guard unbroken boards nailed along the closed top with 8 -penny common nails spaced from 4 inches to 6 inches on center and driven in toenail fashion at a 45- degree angle. Two 8 -penny nails are used at each vertical joint at the corners. One and one - half- inch carrying channels are installed on each side of the troffer box to support the light hangers carrying the fixtures and the acoustical tile grid tees which head into the box. The carrying channels are supported by No. 12 gauge wire hangers spaced 4 feet on center. Steel beams located 1' inches above the top of the troffer box have a fire- resistive rating of four hours. Steel ducts may also penetrate the ceiling provided fire dampers are installed and the duct openings do not exceed 578 square inches in each 100 square feet of ceiling area. The tile is % inch by 12 inches by 12 inches and does not contain through perforations. 2. Three -hour Fire- resistive Floor - Ceiling or Roof -Ceilin : The construction is composed of a structural concrete lightweight con- crete, or gypsum floor or roof and suspended ceiling supported by open web steel bar joists. The slab is reinforced as required by the Code and has a depth of not less than 2% inches. The floor or roof slab is poured over % -inch ribbed metal lath, steel panels, or other suitable forms supported by the upper flanges of the open web steel bar joists. The soffit of the % -inch by 12 -inch by 12 -inch tile is suspended not less than 11% inches below the bottom of the con- crete slab and is attached to the bottom flange of the open web joists by means of No. 25 gauge steel Z- runners spaced 12 inches on center. The Z- runners are attached at 48 -inch intervals to the lower chord of the steel joists with No. 11 gauge galvanized steel wire clips and are gapped % inch at splice locations. The Z- runners may also be attached to 1%-inch deep steel channels spaced 4 feet maximum on center in a manner similar to that specified in the construction described in Part A -1 above. The bottom flange of the continuous Z- runner is inserted in the tongued, grooved and kerfed edges of the tile which contain surface perforations only. An alternate method of construction is identical to that described immediately above except that the slab thickness is 3 inches, the Z- runners are 24 inches on center, and the ceiling tiles are 9 inch thick and 24 inches square. The ceiling is located immediately below the bottom chord of the steel joists by direct connection of the wire clips to the Z- runners. No. 25 gauge galvanized steel cross tees rig inch deep and % inch wide are inserted in each tile joint perpendicular to the main Z- runner, resting on the bottom flanges of such runners. 3. Three -hour Fire - resistive Construction: The construction con- sists of concrete fill and suspended ceiling supported by a cellular steel deck. The fill is placed over the steel deck and has a minimum depth of 2% inches above the top flute of the deck unit. Steel carrying channels having a depth of 1% inches are spaced 48 inches on center and are suspended from the slab at 48 -inch intervals with No. 12 gauge wire. No. 25 gauge steel Z- runners spaced 12 inches on center are attached to the 1,4 -inch carrying channels with No. 12 gauge steel wire clips at each intersection. Z- runners are gapped approximately % inch at splice locations and are connected to- gether by No. 25 gauge splice channels. The bottom flange of the continuous Z- runner is inserted in the tongued, grooved and kerfed edges of the tile. The soffit of the % -inch by 12 -inch by 12 -inch tile is suspended a minimum distance of 17% inches below the soffit of the steel deck unit. The tile may have 332 perforations approximately s inch in diameter extending through the thickness of the tile. The ceiling contains undampered air ducts and semiprotected recessed type electrical fixtures. The No. 24 gauge galvanized steel ducts contain 12 -inch diameter air duct openings fitted with step -down diffusers 18 inches in diameter and 1% inches deep. The air duct opening shall not exceed 578 square inches for every 100 square feet of ceiling area. The recessed type light fixtures are identified with the Underwriters Laboratories, Inc., electric recessed fixture label, fix• ture catalogue No. 4F21- 740-8. The light fixture protection consists of Fire -Guard acoustical boards % inch thick cut into 7% -inch by 118 -inch strips which are placed on the edge of the adjacent tile and lie against the sides of the fixture on approximately a 45- degree angle. Where steel beams are located above the fixture, a '4 -inch clearance shall be maintained and a piece of % -inch board is supported on the sloping side boards and is cut so as to be not less than 8 inches in width and extends beyond either edge of the beam flange not less than 8 inches. Immediately above each duct opening a piece of % -inch mineral fiber insulating board is placed over the width ol the duct and is cut so that the board extends beyond each of the duct opening not Tess than 5 inches. The board is secured to the duct by angles and sheet metal screws. The light fixture openings are 12 inches in width with a length of 12 feet and are spaced se that the area does not exceed 12 square feet per 100 square feel of ceiling area. Four light fixture yokes support each fixture and are bolted to 1%-inch carrying channels located on each side ol the fixture. Ceiling tile which heads into the fixture is supported by a projecting Hp extending from the fixture. Steel beams located between the steel deck and the suspended ceiling having a min• imurn clearance of 8% inches to the soffit of the tile and protected as described above at light fixtures have a fire-resistive rating of three hours. 4. Two-hour Fire- resistive Floor- Ceiling or Roof - Ceiling: The construction is identical to -that required for the three -hour fire• resistive type of construction described in Part A -2 above except that the roof or floor slab has a thickness of 2 inches. ICBO evaluation reports are issued solely to provide information to Class A members of the organization utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommendation for use of the subject report. This report is based upon independent tests or other technical data submitted by the applicant. The ICBO technical staff has reviewed the test results and /or other data, but does not possess test facilities to make an independent verification. There is no warranty by ICBO, expressed or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 of Page 2 of 5 Report No. 1349 5. Three -hour Fire - resistive Floor- Ceiling or Roof- Ceiling: The construction consists of u 3% -inch thick concrete slab reinforced with 6 -inch by 6 -inch No. 10 -10 welded woe mesh and placed on No. 28 gauge galvanized steel form units with , "n -inch deep corru- gations. The depth of the slab is measured from the top corrugation. The steel form units are supported by oven -web steel joists spaced 24 inches on center which in turn may be supported by structural steel beams. The soffit consists of 12 -inch by 12 to 36 -inch by % -inch, or 24 -inch by 24-inch by % -inch tile suspended not less than 19 inches below the steel deck by No. 12 gauge wire attached 4 feet on center to the bottom flange of the open web joists and to triangular shaped No. 25 gauge main runners. Cross tees are formed from No. 28 gauge galvanized steel and supplied in 2 -foot lengths. The ceiling contains fire- dampered air ducts and semi - protected recessed type electrical fixtures. The air duct opening shall not exceed 100 square inches for every 100 square feet of ceiling area. The recessed type light fixtures are a nominal 2 feet by 4 feet by 5 inches and are identified with Underwriters' Laboratories, Inc. electric recessed fixture label. The housing and hardware are am- structed of steel and each fixture is spaced so that the fixture area does not exceed 25 square feet per 100 square feet of ceiling area. The light fixture protection consists of % -inch thick mineral and fiber boards, designated as type "P", fabricated into a protective box secured together by 8d nails spaced 12 inches on center. Two No. 17 gauge yokes are used to support each light fixture assembly. Steel beams located a minimum of 3% inches above the protection of the light fixtures have a fire - resistive rating of three hours. 8. Two-hour Fire - resistive Floor - Ceiling or Roof - Ceiling. The construction is the same as Item A -5 above, except the concrete slab is 2% inches thick. 7. One -hour Fire - resistive Floor- Ceiling or Roof - Ceiling Con- structions The floor - ceiling or roof - ceiling type of construction is identical to the wood floor, wood joist and plaster ceiling specified in Chapter 43 of the Code except that the % -inch by 12 -inch by 12 -inch Armstrong Acoustical Fire -Guard tile is substituted for the plaster and is supported by either No. 25 gauge Z- runners spaced 12 inches on center attached by metal clips directly to the wood joists or by a channel and suspension system. The tile does not contain through perforations. 8. One -hour Fire - resistive Floor- Ceiling or Roof - Ceiling Con- struction: Similar to that described above for the three -hour fire - resistive construction in Part A -2 except the tile Is % inch thick, the concrete slab is 2% inches thick and the ceiling contains un- dampered air ducts and unprotected recessed type electric fixtures. The No. 26 gauge galvanized steel ducts contain 12 -inch diameter air duct openings fitted with step -down type diffusers 16 inches in diameter and 1% inches deep. The air duct openings aggregate 576 square inches of area for every 100 square feet of ceiling area. The recessed type fixtures are identified with the Underwriters' Laboratories, Inc., electric recessed fixture label, fixture catalogue No. 1212. The fixtures are marked "maximum lamp wattage 300 watts" and "use supply wire suitable for 60 °C." They are supported by No. 18 gauge 4-inch by 1% -inch channels bearing on the top of the bottom chord of the joists. Two % -Inch No. 8 sheet metal screws attach the light fixture frame to the web of each channel. The light fixture openings aggregate 342 square inches in area for every 100 square feet of ceiling area. B. Fire- resistive Systems — Exposed Grid: 1. Three -boor Fire - resistive Floor-Ceiling or Roof-Ceiling: The construction consists ot a cellular steel floor with a 3 -inch thick concrete slab on top and suspended ceiling. The ceiling consists of Armstrong Acoustical Fire -Guard Board 24 inches by 24 inches or 24 inches by 48 inches, % inch thick, suspended not less than 12 inches below the bottom surface of the steel deck in an exposed grid assembly supported by No. 12 gauge hanger wires at 4 feet on center in each direction. The wires are attached to No. 24 gauge banger splices which support No. 24 gauge main tees spaced 48 inches on center. No. 24 gauge cross tees are installed perpen- dicular to the main tees to form a 24 -inch by 48 -inch suspended grid system. Where 24 -inch by 24-inch tile is used, additional cross tees are installed to form a 24 -inch by 24 -inch suspended grid system. All tee members are formed from No. 24 gauge steel and have a depth of 1% inches with 11 -inch bottom flanges cov- ered with an aluminum wrapping. The acoustical tiles are laid on the flanges of the tees and are available with standard pin -point or fissured surface patterns. In addition, the tiles may have i "i -inch diameter perforations which extend entirely through the tile and aggregate two per cent of the total surface area. 2. Three -hour Fire - resistive floor - Ceding or Roof-Ceiling: The construction is identical to that described in B -1 except that only the 24 -inch and 48 -inch by % -inch tile may be used and that protected recessed light and air ducts are provided. The 24 -inch by 48 -inch by 5 -inch deep steel light fixtures are protected with % -inch thick acoustical material assembled into a box which fits over the light fixture. The light fixtures are supported by the flange of the main runner and cross tees. Additional hanger wires are provided at the center of the cross tees to provide additional sup- port. The light fixtures are spaced so that their area does not exceed 24 square feet per 100 square feet of ceiling area. Air ducts having a maximum diameter of 18 inches may penetrate the ceil- ing provided fusible link fire dampers are installed and the area of openings does not exceed 576 square inches for every 100 square feet of ceiling area. 3. Three -hour) Wi e-rabtiie, 'floor-Caine or; Roof-Ceiling:. The construction is identical to that previously described in B -2 except that the ceiling tile is to be 24 inches by 98 inches by % inch having a fissured and needle- perforated surface pattern. The ceil- ing tile is of a ventilating or nonventilating type and is suspended 14% inches below the concrete slab. Steel beams located in this assembly and having the bottom flange located a minimum of 6% inches above the soft of the ceiling tile have a fire - resistive rating of two hours. Where such unprotected beams support the con- struction the time period for the floor - ceiling or roof - ceiling shall be reduced to two hours. 4. Three -hour Firecesistive Floor.Celog or Roof- Ceiling: The fire - resistive construction assembly consists of the suspended ceil- ing described In Part B -1 above, and a floor construction composed of 3 inches of concrete reinforced as required by the Code. The concrete is poured over % -inch ribbed metal lath weighing 3.4 pounds per square yard and is supported on the top chord of the open web steel Joists spaced 24 inches on center. The soffit of the ceiling tile is suspended not less than 15 Inches below the bottom surface of the concrete slab and 5 inches below the bottom of the steel joists. The % -inch by 24 -inch by 48 -inch tile does not con- tain through perforations. 5. Two-hour Fire - resistive Floor - Ceiling • or Roof-Ceiling: Con- sists of construction identical to that described in Part B -1 above except the concrete measures 234 inches in thickness. 8. Two-bour Fire - resistive Floor-Ceiling or Roof - Ceding: Con- sists of construction identical to that previously described in Part B -2 except that the concrete slab is 254 inches in thidoness and 24- inch by 24 -inch by % -inch and 24 -inch by 48 -inch by % -inch fire guard lay -in of Ceramaguard tile may be used. Steel beams located in this assembly and having the bottom flange located a minimum of 334 inches above the soffit of the ceiling tile have a fire - resistive rating of two hours. 7. Two-hour Fire - resistive Floor - Ceiling or Roof-Cellist: Con- sists of construction identical to that previously described in 13-3 except that the concrete slab is 2% inches in thickness and % -inch thick fire guard lay -in tile in sizes of 24 inches by 24 inches 24 inches by 60 inches and 30 inches by 60 inches; and % -inch thick Ceramaguard tile in sizes of 24 inches by 60 inches, 30 inches by 80 inches, 36 inches by 60 inches and 48 inches by 48 inches may be used. Steel beams located as described in B-3 have a fire - resistive rating of two hours. 8. Two-hour Fire - resistive Floor - Ceiling or Roof-Ceiling: The construction consists ot a 3 -inch concrete slab reinforced as re- quired by the Code poured over % -inch ribbed metal lath sup- ported on steel bar joists spaced 24 inches on center. No. 24 gauge main T -members spaced 48 inches on center are suspended from the lower chord of the steel joists with No. 12 gauge wire at 48 -inch intervals. No. 24 gauge cross tees are installed perpendicu- lar to the main tees at 24 inches on center completing the grid system. The main tees and cross tees are 11 inch by 1% inches and have an aluminum wrap on the exposed flange. The soffit of the ceiling is suspended 18% inches below the slab and a minimum of 834 inches below the lower chord of the steel joists. The acoustical tile in the exposed suspended ceiling system is % inch by 24 inches by 48 inches and contains ill-inch diameter perforations extending through the entire thickness of the tiles which have an aggregate area equal to two per cent of the face area of the tile. Five- eighths -inch fire guard lay -in tile 24 inches by 24 inches or % -inch Ceramaguard tile 24 inches by 24 inches or 48 inches may also be used. In addition, recessed light futures protected as described in Part A -1 above may penetrate the ceil- ing provided the 24 -inch by 48 -inch fixtures are located between the open web bar joists and the area does not exceed 8 square feet per 100 square feet of ceiling area. • • • Page.3 of 5 Report No. 1349 9. Two-hour Fire- resistive floor-Ceiling or Roof- Ce1Iing: The construction is identical to that described in B -8 except that the concrete slab is 2% inches in thickness, the main tee runners are spaced 24 inches on center, and the soffit of the ceiling is sus- pended 20 inches below the slab. The ceiling tile is 24 inches by 24 inches by % inch having n fissured pattern and through perfo- rations. Each panel has approximately 1340 perforations, ;t'1 inch in diameter. Recessed light fixtures protected as described in Part B -2 may be installed,provided their area does not exceed 24 square feet per 100 square feet of ceiling area. Dampered air ducts having individual outlet openings not to exceed 113 square inches in each 100 square feet also may be installed in the ceiling. Steel beams supporting the bar joist and having the bottom flange located 10 inches above the soffit of the ceiling tile have a fire- resistive rating of three hours. 10. Two-hour Fire - resistive Floor - Ceiling or Roof - Ceiling: The construction is similar to that previously described in B -9 except the concrete slab is 2% inches thick and the 24 -inch by 48 -inch by % -inch or % -inch ceiling ile has a fissured- surface pattern, is nonperforated, and is suspended 20 inches below the concrete slab. The recessed light fixtures are protected by a 24 -inch by 48 -inch by 1/2-inch piece of acoustical ceiling material placed horizontally over each light fixture. Two 24 -inch by 2 -Inch by 1/2-inch spacers cut from the ceiling tile are provided between the top of the light fixture and the acoustic We light fixture protection resulting in a 1 -inch space between the two. The fixtures are spaced so that their area does not exceed 18 square feet per 100 square feet of surface area. Dampered air duct openings may be placed in the ceiling provided the area of the opening does not exceed 57 square inches per 100 square feet of ceiling area. 11. Two-hour Fire - resistive Floor - Ceiling or Roof- Ceillni: The construction is identical to that described in B -9 except that the soffit of the 24 -inch by 48 -inch by % -inch ventilated ceiling tile is suspended 19t1 inches below the concrete slab. Recessed light fixtures of .029 -inch steel and 24 Inches by 48 inches by 5 inches deep may be installed provided the area does not exceed 24 square feet for each 100 square feet of ceiling area. The light fixtures are protected by placing a piece of 24 -inch by 48 -inch by % -Inch acoustical ceiling material over the light fixture. Two 24 -Inch by 2 -inch by % -inch spacers cut from the ceiling material are pro- vided between the top of the light fixture and the acoustic tile light fixture protection resulting in a 1% -inch space between the two. An air duct system may also be installed provided the air outlet opening does not exceed 578 square inches per 100 square feet of ceiling area. The air duct outlets are 8 inches by 20 inches and connect to a 12 -inch by 24 -inch lay -in type air diffuser. The duct outlets are protected by a piece of 24-inch by 24 -inch by % -inch acoustic ceiling material plced horizontally on top of the branch duct over the air outlet. The collars of the air diffusers are also protected by % -inch acoustical material placed over the collars between the throat of the diffuser and the suspension system mem- bers adjacent to the diffuser. Steel beams, supporting the bar joist and having the bottom flange located a minimum of 9% inches above the soffit of the ceiling tile have a fire - resistive rating of two hours. 12. One -hour Fire- resistive Floor-Ceiling or Roof- Celling: The con- struction consists of a suspended ceiling system identical to that described in Pan B -I above installed 10 inches minimum below a wood floor and wood joist system conforming to the floor construction set forth in Chapter 43 of the code. The tile is'/. inch by 24 inches by 48 inches and does not contain through perforations. 13.One -hour FIIre -motive Fioos.Ceiiling or Roof- CeWeg: The con- struction consists of the wood floor and wood joist system described in Table No. 43 -C of the code with a suspended ceiling of 1/2-inch-thick 24- inch by 48 -inch Armstrong'acoustical tiles, The exposed grid suspension system is located 10 inches below the soffit of the joists. The suspension system is similar to that described above; however, the construction employs air ducts of No. 20 gauge galvanized steel with air outlets not exceeding 110 square inches per 100 square feet of ceiling area. The soffit of the floor joists is protected by centering a 24 -inch- square piece of 'p- inch -thick acoustical tile on the joists over the air outlet and above the top of the duct. The ceiling system may also contain recessed -type Tight fixtures with a steel housing measuring 24 inches by 48 inches in size. The Tight fixtures do not aggregate more than 16 square feet for each 100 square feet of ceiling area. The light fixtures are protected by a box formed from ''A inch -thick sheets of acoustical material assembled by means of 6-penn common nails spaced approximately 12 inches on center to form a trapezoi dal- shaped protection box. 14. One -hour Fire - resistive Floor- CeIlIng or Roof-Ceiling: The con struction consists of the wood floor and wood joist system described i Table No. 43 -C of the code with a suspended ceiling of 1h-inch-thick by 24 inch by 48 -inch acoustical tile having surface perforations only. No. 2 gauge main tee runners placed perpendicular to the wood joist and spaced i 48 inches on center are supported by No. 12 gauge hanger wires at 48 -inc intervals. No. 25 gauge cross tees are installed perpendicular to the mai runners at 2 feet on center. The main tees and cross tees are 1 Y inches dee by " /ie inch wide. The soffit of the suspended ceiling is located 121/2 inche below the soffit of the joist. The ceiling system may contain 12 -inch by 4E inch by 5 -inch recessed light fixtures made of 0.032 -inch steel. The cros section of the fixtures is trapezoidal and the fixtures are protected b acoustical ceiling material placed against the long sides of the fixture t form a tent -type protection. The pieces are secured together at the apex wit 8 -penny nails spaced 12 inches on center. The light fixtures are spaced s that their arca does not exceed 24 square feet for each 100 square feet c ceiling area. Air ducts made of galvanized steel and having air outlets :It exceeding 227 square inches per 100 square feet of ceiling area may also b installed within the ceiling. The air duct outlets are 17 inches in diamett protected with %cinch -thick asbestos paper attached with adhesive to th outside face of duct throat. The damper door is also protected on both side with asbestos paper. The air duct outlet connects to a 24 -inch by 5 '/: -inct high metal air diffuser which is protected by a 24 -inch- square by 'h -inc piece of acoustical material, with a hole cut out of the center to fit around th air outlet, and which sits on top of the diffuser. Steel beams having the lows flange located 13 inches above the soffit of the ceiling tile have a fire resistive time period of one hour. 15. One -hour Fire- resistive Roof - Ceiling Construction: The con struction consists of No. 26 gauge 34 -inch minimum depth lintel steel deck sections spanning between steel bar joists spaced maximum of 4 feet on center. The steel deck is covered with inch thick. 24 -inch by 48 -inch 'mineral fiber roof insulatioi adhesively applied to the steel deck and may be built up to minimum thickness of 1 inch or a maximum thickness of 3 inches Class A, B or C roof covering is provided as required by the Code Armstrong Ceramaguard Acoustical lay -in panels % inch by 2 inches by 48 inches (ventilating or nonventilating) are support& by an exposed grid suspension system identical to that describe In Part B -1 above. The suspension systems are attached to th lower chord of the bar joists so that the soffit of the ceiling til is a minimum of 20 inches below the bottom of the steel deck ani a minimum of 12 inches below the lower chord of the steel joist• Light fixtures having an area not exceeding 18 square feet pe 100 square feet of ceiling area may penetrate the ceiling provide protection boxes formed from the % -inch acoustical panels con pletely surround each fixture. Ducts having an area not greate than 113 square inches may ,penetrate the ceiling provided fir dampers are installed and the area of outlets In each 100 squar feet does not exceed 57 square inches. 16. One -hour Foe- resistive Roof - Ceiling Construction: The con struction consists of open -web steel joists Type 12J2 or heavies spaced 48 Inches on center and welded to supports. Solid steel bul tees measuring 1% inches high by 11/2 inches wide are place, 32% inches on center perpendicular to the steel joists. The tees ar welded to the joists at each intersection. One - half -inch thick gyp sum formboard in nominal 32 -inch by 80 -inch sheets is place between the bulb tees with the end joints staggered. No. 12 by Nc 14 galvanized steel wires are welded to form a 4 -inch by 8 -inc mesh. This wire fabric is then laid with the No. 12 wires perpen dicular to the bulb tees with a 8 -inch overlap at the sides. Cypsur concrete containing not more than 5 percent wood chips by dr weight and having a compressive strength of 550 pounds per squar inch is poured and screeded to a minimum depth of 1% inchc above the gypsum formboard. A Class A, B, or C built -up roofin complying with the Uniform Building Code is applied to the top c the gypsum concrete. On the ceiling side of the assembly, main runners formed fror No. 27 gauge galvanized steel with a No. 29 gauge steel cap, ar 1% inches deep with a 11 -inch wide crimped base. They are sup plied in 12 -foot lengths and are spaced 60 inches on center. Cros tees 60 inches in length and of the same cross section as the mai Page 4 of 5 Report No. 1349 runners are placed perpendicular to the main runners at 24 inches on center. Cold- rolled No. 16 gauge steel channels 1% inches deep with % -inch flanges are positioned perpendicular to and between the webs of the open web steel joists in order to provide support for hanger wires which occur between joists. No. 12 gauge galvan- ized wire spaced not over 48 inches on center along main runners, occurs additionally at splices in main runners at the intersection of grid- suspension members at all four corners of the ceiling panels which contain light fixtures and at the centers of all cross tees. Recessed steel electric lighting fixtures, 2 feet by 4 feet, are installed so that their area does not exceed 16 square feet for each 100 square feet of ceiling area. These fixtures are enclosed in a protective box formed from pieces cut from the acoustical lay -in panels. The finished box is 47% inches long, 23% inches wide and 4% inches deep and is assembled with 8d coated cooler nails spaced 12 inches on center along the top and ends, toenailed alternately at 45 degrees. The acoustical lay -in panels designated Type P are nomi- nally 24 inches by 80 inches by % -inch thick. The panels are manufactured with a fissured - surface pattern and non - ventilation configuration. Damper equipped galvanized steel air ducts may be installed with individual outlets no greater than 255 square inches and total area of outlets not to exceed 128 square inches in each 100 square feet of ceiling area. 17. One -hour Fire - resistive Roof - Ceiling Construction:The con- struction consists of open -web steel joists Type 8J2 or heavier, spaced 48 inches on center and welded to supports. No. 26 gauge galvanized steel fluted roof deck units are placed over the steel joists. The units are % inch deep, 25 inches in width, and attached to the joists with % -inch puddle welds 12 inches on center. Adhe- sive is applied to the deck surface and a vapor barrier of polyvinyl - chloride is placed on the glue, then the top surface is glued again and mineral and fiber boards 1 inch thick, used as roof insulation, are then pressed on top of the vapor barrier. A Class A, B, or C built -up roof covering is then applied. The ceiling side of the assembly is basically the same as Item B -16 above. The main runners, however, are spaced only 48 inches on center and the duct area that penetrates the ceiling is limited to 113 square inches in each 100 square feet of ceiling area. The acoustical lay -in panels are nominal 24 inches by 48 inches by %- inch thick and are non - ventilating. Steel beams located a minimum of 5% inches above the recessed lighting protective box have a fire - resistive rating of one hour. C. Luminaire Ceiling System: 1. Two-hour Fire - resistive Floor- CelUag or Roof - Ceiling: C-80 Luminaires Consists of a 3 -inch concrete slab poured on metal lath forms over steel bar joists spaced 24 inches on center. The main runners are 5 feet long, spaced 60 inches on center and are sus- pended by No. 12 gauge hanger wires placed at the ends and center of the runners. The bottom chord of the main runners is suspended 20 inches below the concrete slab. Cross tees are formed of No. 28 gauge steel, are 59 inches long and are spaced 2 feet 8 inches on center. The cross tees are supported on the main runner and at the center by means of a hanger wire. Light futures 4% inches wide, 2% inches deep and 60 inches long formed of No. 23 gauge steel are supported on the upper chord of the trussed run- ners and are secured to the runner by means of sheet metal screws. Additionally, trussed cross tees are provided when light fixtures are placed perpendicular to the light fixtures supported by the trussed main runners. Light fixture protection is provided by means of % -inch acoustical ceiling material placed over the top and sides of the fixture. A % -inch space between the top piece and future is provided by means of spacers. The acoustical lay -in panels used in the flat portion of the ceiling where light fixtures do not occur are 28% inches by 58% inches by 1 inch thick. At light fixtures, the inclined side panels are 13% inches by 58% inches by % inch thick and the trapezoidal end panels are 5% inches by 28% inches by 7'% inches high by 54 inch thick. The diagonal edges of end pieces are beveled at 55 degrees. The panels are placed with the bottom edge resting on the lower flange of the trussed main runner or cross tee and the top edge resting against the edge of the light fixture. The ceiling panels may have through perforations. Steel beams having the lower flange located 12 inches above the soffit of the ceiling tile have a fire - resistive time period of two hours. 2. Two-hour Fire - resistive Floor- Celifag or Roof - Ceiling: C -60/60 Luminaire: The construction is identical to that described in Item C -1 ahsovc except for the following items. The floor consists of 1%-inch deep fluted or cellular steel deckspanning between steel Foams and a stone aggregate concrete slab having a depth of 2% inches above the top flutes. The cross -tees are spaced 60 inches on center. The recessed -type lighting fixtures are 4% inches by 60 inches and are self - supporting and are attached to the top chords of the main runners with special clips; or they are 12 inches by 12 inches, 12 inches by 48 inches, 24 inches by 24 inches, 24 inches by 48 inches, or 36 inches by 36 inches and are held by a light fix- ture support frame. The light fixture protection is provided by % -inch thick acoustical ceiling material placed over the top sides and ends except that the 4% -inch by 60 -inch fixture does not require end pieces. The acoustical lay -in panels are % -inch thick panels used in the modules with lighting fixtures and 1 inch thick for panels used in fiat areas. Panels % inch thick may be installed in flat areas provided a two-hour rating is assigned the steel beam and the flat area does not exceed 17 percent of the total ceiling area. When 30 -inch by 60 -inch panels are used, they are to have a kerf edge and are joined with a tee spline. Two hold -down clips are installed to secure each edge of the panels to the grid system. Steel beams having the lower flange located 12 inches above the ceiling soffit have a fire - resistive time period of three hours except as noted above and a two-hour rating is assigned when C- shaped frame clips are used to connect the light fixture support bars to the support frames. 3. Two-hour Fire-resistive Floor - Ceiling or Roof- Ceiling: The construction consists of a cellular or fluted steel floor with a con- crete fill on top and a suspended ceiling below. The concrete fill has a minimum depth of 2% inches above the top of the steel cellular form units and 3 inches above the top of the flute of the fluted steel form units. The concrete is reinforced with 6 by 6 -inch No. 10 -10 welded wire mesh. The form units are 1%-inch deep galvanized steel units. The fluted units have a minimum thickness of No. 22 gauge and the cellular units have a minimum thickness of No. 20 gauge. The soffit consists of % -inch thick lay -in panels, 20 inches wide and 60 inches long, which are suspended not less than 20 inches below the bottom of the steel form units. The steel main runners and cross -tees are % inch wide and 1% inches high. The main runners are nominally 10 feet long and are spaced 60 inches on center. The cross -tees are nominally 5 feet long and are spaced 20 inches on center perpendicular to the main runners. Both the main runners and the cross -tees are supported by No. 12 gauge galvanized wire spaced not over 234 feet on center. One air handling cross -tee may be used in lieu of a standard cross -tee in each 200 square feet of celling area. An additional air handling cross -tee fitted with an air boot may be used in each 200 square feet of ceiling area provided It is spaced at least 5 feet away from the nearest air handling cross -tee. Up to eight air handling cross - tees may be used per 200 square feet of ceiling area when equipped with protection. The protection shall consist of four %- inch thick, 1% by 4-inch pieces of the ceiling panel laid on top 16 inches from each end. This forms two 1% -inch thick spacers. A % -Inch thick, 4 by 60 -inch piece of panel is then laid on the spacers and fastened with two 8 -penny common nails at each end. For the air handling cross -tees with a boot, a % -inch thick, 8 by 60- inch piece is laid on top of the boot and fastened with four 8 -penny common nails. The ceiling may contain fire - dampened steel air ducts with open- ings not to exceed 127 square inches per 100 square feet of ceiling area. An individual duct opening shall not exceed 254 square inches with a maximum dimension of 18 inches. Recessed steel light fix- tures with maximum dimensions of 20 by 60 inches may be installed so that their area does not exceed 50 square feet per 100 square feet of ceiling area, The long sides of the futures may not be adjacent to each other or to an air handling cross -tee. All of the fixtures shall be protected with a full size piece of the % -inch thick panels laid on 1% inch thick, 2 -inch wide and 2 -inch long spacers. Where two fixtures occupy a 5 by 5 -foot area one of the fixtures shall be addi- tionally protected by % -inch thick pieces of panel installed on the side and ends of the future. Steel beams located a minimum of 12 inches above the soffit of the ceiling panels have a fire - resistive rating of two hours. 4. One -hour Fire- ralitve Floor - Ceiling or Roof- C,ellinr C.60 Luminaire: The construction consists of the double wood floor and wood joist system described in Table No. 43 -C of the Code pro- tected with a C-60 Luminaire suspension system described in C -1 above. The soffit of the ceiling is located a minimum of 30% inches below the top surface of the wood floor. D. Armstrong ATS Suspension System. I. One -hour Fire- resistive Floor - Ceiling or Roof-Ceiling: The con- • struction consists of the wood floor and wood joist system described in Table No. 43-C of the code with a suspended ceihngof system inch thick by 24 inch by 24 -inch Armstrong Fire -Guard '1havertone Acoustical Tile having surface perforations only. The ceiling We is supported by the Armstrong ATS Suspension System located so that the distance between surface of the wood floor and the soffit of the ceiling tile is a minimum of 26 inches. Light fixtures having an area not exceeding 16 square feet per 100 square feet of ceiling area may penetrate the ceiling provided protection boxes formed nom 54-inch acoustical panels completely surround each fixture. 2. Brads for Seismic Forces: The ATS ceiling consists of a soffit of %- inch by 12 -inch by 12 -inch or %-inch by 12 -inch by 24 -inch We suspended below a structural floor or roof system. No. 18 gauge, 1'Y,- inch -dap steel dtannels spaced 48 inches on center are suspended from the structure above, according to U.B.C. Standard No. 47 -18, with No. 12 gauge wire attached at 48 inches on center. Sets of four wires splayed 90 degrees from each other at an-angk not exceeding 45 degrees from the plane of the cell ing are installed and attached to the 1%-inch channel 12 feet on center in both directions with the first point within 4 feet from each wall. Triangular shaped No. 25 gauge, 1%-inch-deep galvanized steel main run- ners are attached 2 feet on center perpendicular to 1%-inch channels by roans of channel clamps. Cross -tea are formed from No. 28 pugs galvanized steel and supplied in 2 -foot lengths. The attachment of the splayed wires to' the floor or roof systems must support a minimum horizontal and vertical load of 175 pounds. The minimum load shall be mWtipled by the importance factor given in Table No. 23-K of the Uniform Building Cote. E. Identification: All Armstrong Acoustical Fire -Guard boards and tile are back - labeled in type Y4 inch high reading "Armstrong Acoustical Fire - Guard." Acoustic Fire -Guard and •me -Guard Lay -in Panels are also identi- fied by the Underwriters Laboratories designation "P " Similarly, 11-aver- tone Fire Guard and Ceramaguard are designated by the letters "BF" and "PC," respectively. The Armstrong PC Ceramaguard Tile and Panels may be used in any of the assemblies in this report, provided the Illicitness, size and surface are as described in the individual ratings. III. Evidence Submitted: Fire tests reports are submitted by Underwri- ters Laboratories loc. in accordance with U.B.C. Standards Nos. 42 -1 and 43-1. Findings IV. Findlup: That the Armstrong Acoustical Fire -Guard boards or fife area Class I finish material and are alternates for use In fire - resistive construction under the 1982 Uniform Building Code, sub- ject to the following conditions: 1. The iostaWtioe is in accordance with this report and the manufacturer's instructions. 2. Ceding grid systems, except for the ATS Suspension System, are braced for seismic forces as required in '[able No. 234 of the 1982 Uniform Budding Code. 3. When materials are incorporated into an otherwise fire - resistive assembly which may change the capacity for heat dissipation, fire test results or other substantiating data shall be made available to the building official to show that the required Me- reslstl a time period U not reduced. This report is subject to re-examination in two years. UNIFORM BUILDING CODE 41 4slegEli— i O C, > y 4 e C u N T~ .a K8 o �S�w c �+ a AC7 .0 E 3 L!J m u y o — ,�N C 3 Vi r ^• . W S $ PN. ' C w o u .rg8p N y u e S O s (.1 • 8Evu .(1 C 0.E. uO u O 5 gu • meal w 11 1 4' W a i p '. oil 141an:- pN O Pe i K u E C .. = ai 1 9. 7. O w CJe S �� u g' ia P gH ,02_, S 3>.5 S m • Ell �G. jib:w O '•a 213, p s iiilliEds. =l 1� .l 0 a g '$. S 8 ' N Egel'n-81 ° 111i a Y u � C - , r' E 11116 EDITOR • 2105 well spiked, and covered with l =inch flooring or !/=-inch plywood. The lumber . shall be laid so that no continuous line of joints will occur except at points of • support. Floors shall not extend closer than 1/2 inch tb walls: Such t/2 -inch space shall be covered by a molding fastened to the wall and so arranged that it will not obstruct the swelling or shrinkage movements of the float Corbeling of masonry walls under floors may be used in place of such molding. (i) ReofDt ski, Rooriilrill Ifs °.wldsout cateeiled.p.oei nd roof decks Shall be of plalts;VlinsdrutoagnianditiiiiiitiOf not leislitiiiViclithk.kiiiisTer • 11/s-inch tongue - and - groove plywood with exterior glue, or of a double thickness of • 1 -inch 'boards with tongue-and -groove joints, or with staggered joints, of lumber not less than 3 inches nominal in width, set on edge close together and laid • as required for flan. (g) Construetlon Detalli. "Approved wall plate boxes or hangers shall be. provided where wood beams, girders or trusses rest on masonry or concrete walls.. • Gluten and beams shall be closely fitted around columns, and adjoining ends shall be cross tied to eachother, or intertied.by caps or ties, to transfer horizontal loads across the joints ..Wood bolsters may be placed on top of columns' which support roof leads only: • • • • • . ;. • • • Where intermediate 'beams are used to support a floor, they shall rest on top of the girders, or shall be: supported by ledgers or blocks securely fastened to the • • sides of the girden, or they may be supported by approved metal hangers into . which the ends of the beams shall be closely fitted. • • • • . • In heavy 'Whet roof construction, every roof girder and itleast every alternate . roof burn shall be anchored to its supporting member, roof decks, where sup - ported by a wall; shall be anchored to such wall at intervals not exceeding 20 feet; • every monitor and every sawtooth construction shall be anchored to the main roof • construction. Such anchon shall consist of steel or iron bolts of sufficient strength to resist vertical uplift of the roof. • (h) Michaele y Laethutted Floow and Roof Decks. Mechanically lami- • . nated noon and roof decks conforming to Section 2316 (1) may be used as heavy timber floor or roof decks, provided the minimum thickness and other applicable requirements of the section are followed. • (1) Pardtlouu• Partitions shall be of solid wood construction formed by not less than two layers of l -inch Matched boards or laminated. construction • of 4- inch'• • Micheal, or of one -hour fire= resistive construction:.. • • (() Stale. Stairs 'shall beconstrucfed.with wood treads and risers of not less than.' • .2 -inch thickness, eacept where bullion laminated or plank inclines as required for • floors, when they may be of 1 -inch thickness or may be constructed as required in. • Type 1 buiWinga.` Stair stringers shalt be a minimum of 3 inches in thickness and :i not less than 10 inches in.depth, International Conference of Building Officials Report No. 1905 EVALUATION REPORT November, 1985 Filing Category: SUSPENDED CEILINGS CEILING SUSPENSION SYSTEMS CHICAGO METALLIC CORPORATION 4849 SOUTH AUSTIN AVENUE CHICAGO, ILLINOIS 60638 I. Subjects Ceiling Suspension Systems. II. Description: A. Nonfire -rated Grid Systems: 1. Nos. 200 and 211 Exposed Series: The Nos. 200 and 211 Exposed Series, nonfire- rated, direct hung, double web, steel grid systems are of an in- verted tee section with dimensions as set forth in Table No. I and are identical except for metal thickness. The ends of the main runners are formed with identical inter- locking "bayonet" type couplings, to interconnect and lock adjacent members. The vertical webs of the Nos. 200 and 211 main runners contain slots spaced 8 inches on center for the connection of cross -tee members, and a - inch - diameter holes spaced % inch both sides of cross -tee slots for the attachment of No. 12 SWG hanger. wires. The main runners are spaced at 4 or 5 feet on center and are supported at 4 or 5 feet on center with No. 12 SWG hanger wires. The cross -tee end connections have a "snap- grid" self - locking end connection with corresponding inverted "Christmas tree slots in both the main runner and cross tee. The following cross tees may be used with the main runners: 201, 202, 203, 204, 205, 207, 214, 222, 223 and 224. 2. Nos. 200 and 211 Concealed Series: The Nos. 200 and 211 Concealed Series, nonfire- rated, direct hung, upward or downward access steel grid system consists of the 200 or 211 main runners of an inverted tee section with dimensions as set forth in Table No, I. The ends of the main runners are formed with identical, inter- locking "bayonet" type couplings to interconnect and lock adjacent members. The vertical webs of the main runners contain slots spaced 6 inches on center for the connection of cross -tee members, and %, inch - diameter holes spaced % inch, both sides of the cross -tee slots for the attachment of No. 12 SWC hanger wires. The main runners are spaced at 4 or 5 feet on center and are supported at 4 or 5 feet on center with No. 12 SWG hanger wires. The following cross -tees may be used with the main runners: Nos. 68, 70, 73, 170, 172, 174, 179, 195, 201, 202, 203, 204, 205, 207, 214, 222, 223 and 224. Allowable ceiling loads are set forth in Table No. I. 3. Nos. 500 and 511 Series: The, Nos. 500 and 511 Exposed Series, nonfire- rated, direct hung, single web steel grid systems are of an inverted tee section with dimensions as set forth in Table No, I and are identical except for metal thickness. • The ends of the main runners are formed with identical inter- locking tongues at each end to interconnect and lock adjacent members. The main runners are spaced at 4 or 5 feet on center and are supported at 4 or 5 feet on center with No. 12 SWC hanger wires. The vertical webs of the main runners contain slots spaced 6 inches on center for the connection of cross -tee members, and %- inch-diameter holes spaced I'.4 inches, both sides of the cross -tee slots for the attachment of No. 12 SWC hanger wires. The 500/511 Series cross -tee end connections have a "snap - grid" self - locking end connection with corresponding inverted Christmas tree" slots in both the main runners and cross tees. The following cross tees may be used with the main runners: Nos. 501, 502, 503, 504, 509, 512, 513, 514 and 524. The Nos. 400/411 Series cross -tee end connections have an elongated slot that, when installed in the 500/511 main runner, extends to either side of the main runner vertical web. When the cross tee or tees are installed in the main runners, a No. 415 inter- section clip is installed over the "bulb" of the main runner through the slots in the cross -tee. A detent In the 415 clip prevents fallout due to vibration, etc. The following cross tees may be used with the main runners: Nos. 401, 402, 403, 404, 409 and 414. Allowable ceiling loads are set forth in Table No. I. 4. No. 640 Series Drywall Furring System: The No. 640 drywall furring system is a concealed, nonfire- rated, direct hung grid sys- tem which consists of the No. 840 furring runners, 644 furring tees and 804 cross tees having an inverted tee section with dimen- sions set forth in Table No. I of this report. The No. 640 furring runners and No. 644 furring tees are identical in cross section to the No. 800 main runner and No. 804 cross tee except for their 1%-inch flange width. The furring runners are spaced at a max- imum of 4 feet on center and are suspended with No. 12 gauge gal- vanized steel hanger wires spaced at a maximum of 4 feet on center. The ends of the furring runner are formed with identical inter- locking tongues and slots at each end to splice adjacent members. The vertical webs of the furring runner contain slots spaced 8 inches on center for the connection of furring tee members and % - inch - diameter holes spaced %. inch each side of the cross tee slots for the attachment of hanger wires. The furring tees are spaced 18 or 24 inches on center according to recommendations of the drywall manufacturer of the material applied. The No. 644 furring tee has stepped ends which override the horizontal flange of the furring runners. Gypsum drywall panels 4 feet wide by 8 or 12 feet long are screwed to the horizontal flanges of the furring runners and tees with No. 6 1- inch -long flathead self- tapping sheet metal screws. Screw spacing is to be 3 /8 inch minimum in from the wallboard edges and spaced a maximum of 12 inches on center, all members. Screw heads are to be flush with the surface of the wallboard. The ceiling surface may then be finished in accordance with the code or a current evaluation report for•the wallboard. Gypsum ceilings constructed at one level from wall to wall, with lath and plaster or gypsum board screw or nail attached to the suspended members, meet the lateral bracing requirements of Item 5 of Table No. 23-1, Uniform Building Code. The No. tSO4 cross tees are installed 48 inches on center perpen- dicular to the 640 furring runners; additional 804 cross tees are installed 24 inches on center, parallel to and midway between the 640 furring runners to accommodate the installation of Nema "C" type, 2- by 4 -foot fluorescent light fixtures. 5. Nos. 800, 810 and • 811 Series: The Nos. 800, 810 and 811 Exposed Series, nonfire-rated, direct hung, double web, steel grid systems are of an inverted tee section with dimensions as set forth in Table No. 1 and are identical except for metal thickness. The ends of the main runner are formed with identical inter- locking tongues at each end to interconnect and lock adjacent members. The vertical webs of the Nos. 800 and 811 main runners contain slots spaced 6 inches on center, 12 inches on center for the No. 810 main runner for the connection of cross -tee members, and '/ -inch - diameter holes spaced % inch on both sides of the cross -tee slots for the attachment of No. 12 SWC hanger wires. The main runners are spaced at 4 or 5 feet on center and are supported at 4 or 5 feet on center with No. 12 SWC hanger wires. The following cross tees may be used with the 800 main runners: Nos. 801, 802, 803, 804, 805, 807, 814, 822, 823 and 824. 6. Nos. 800, 811 and 812 Concealed Series: The Nos, 800, 811 and 812 Concealed Series, nonfire-rated, direct hung, upward or downward access grid systems consist of the No. 800 or 811 main runners of an inverted tee section with dimensions as set forth in Table No. 1. ICBO evaluation reports are issued solely to provide igfornurtion to Class A members of the organization utilizing the code upon which the report is based. Evaluation reports are not to be construed as representing aesthetics or any other attributes not spec(ficoUy addressed nor as an endorsement or recommendation for use of the subject report. This report is based upon independent tests or other technkal data submitted by the applicant. The ICBO technical staff has reviewed the test results and/or other data, but does not possess test faciiities to make an independent verj)rcation. There is no warranty by ICED, expressed or implied, as to any "Finding" or other matter in the report or as to any product covered by the report. This disclaimer includes, but is not limited to, merchantability. Page 1 of Page2of8 Report No. 1905 The ends of the main runner are formed with identical inter- locking tongues at each end to interconnect and lock adjacent members. The vertical webs of the Nos. 800, 811 and 812 main runners contain slots spaced 6 inches on center for the connection of cross - tee .members, and %- inch - diameter holes spaced S1 inch both sides of the cross -tee slots for the attachment of No. 12 SWC hanger wires. The main runners are spaced at 4 or 5 feet on center and are supported at 4 or 5 feet on center with No. 12 SWG hanger wires. The following cross tees may be used with the main runners: Nos. 68, 70, 73, 78/79, 80, 170, 172, 174, 175, 179, 195, 801, 802, 803, 804, 805, 807, 814, 821, 822, 823 and 824. 7. Nos. 800-D and 811 -D Series: The Nos. 800-D and 811 -D Series exposed, none- rated, direct hung, double web, steel grid systems are identical to the Nos. 800 and 811 series described above, with the exception of the cross tee and connection to which has been added a vertical detent which increases the holding force value of the cross tee in tension. The following cross -tees may be used with the 800 main runner: Nos. 801 -D, 802 -D, 803-D, 804-D, 805-D, 807 -D, 814-D, 821 -D, 822-D, 823-D and 824 -D. The following cross tees may be used with the 811 main runner: Nos. 801 -D, 802-D, 803-D, 805 -D, 814-D, 821 -D, 822 -D, 823-D and 824 -D. Allowable ceiling loads are set forth in Table No. 1. 8. Nos. 818 and 819 Series: The Nos. 818 and 819 Series 20/60 by 60, exposed, nonfire-rated, direct hung, double web, steel grid systems are of an inverted tee section with dimensions as set forth in Table No. I, and are identical in cross- section to the 800 and 811, respectively. The ends of the main runners are formed with identical, inter- locking tongues at each end to interconnect and lock adjacent members. The vertical web of the 818 main runner contains a series of three slots, 1 inch apart, spaced 10 inches on center, for connection of cross -tee members, and % -inch-diameter holes spaced 3'i inch to the outside of the outer slots for the attachment of No. 12 SWG hanger wires. The vertical web of the 819 main runner contains slots spaced 10 inches on center for the connection of cross -tee members, and % -inch- diameter holes spaced % inch both sides of the cross -tee slots for the attachment of No. 12 SWG banger wires. The main runners are spaced at 5 feet on center and are sup- ported at 5 feet on center with No. 12 SWG hanger wires. The following cross tees may be used with the main runners, 805, 806, 807, 808 and 821. Only the 808 cross tae may be used to support a 20- by 60 -inch fluorescent light fixture. When used in an "ashlar" pattern, the No. 415 intersection clip should be used to lock the 808 cross -tee in the main runner. Allowable ceiling loads are set forth in Table No. 1. 9. No. 830 Series: The No. 830 Series exposed, nonfire-rated grid system is roll - formed from 3003 -H grade aluminum stock with dimensions as set forth in Table No. I. The ends of the main runners are formed the same as for the 800 Series above, except the cross -tee slots are spaced 12 inches on center. The main run- ners are spaced at 4 feet on center and are supported at 4 -foot intervals with No. 12 gauge galvanized steel suspension wires. The following cross tees may be used with the main members: Nos. 832 and 834. The nonfire -rated members have allowable loads as set forth in Table No. I. 10. Nos. 1100/1200 Series: The No. 1100 Series exposed, non- fire -rated (see Section "B" of this report for the No. 1100 Series fire -rated grid system) steel grid system is roll - formed into an inverted, flanged "C" section as detailed in the attached sketches and dimensioned in Table No. I. The ends of the channel runners are formed with a 90- degree included angle at the top of the "hat" section for insertion into a four -way channel coupling (No. 1110 channel coupling). The channel runner is attached to the coupling with either nib- inch - diameter pop rivets or No. 10 self- tapping sheet metal screws. Four hanger tabs with A:- inch - diameter holes for insertion of the No. 1118 hanger clip are formed as an integral part of the channel coupling. The No. 1118 hanger clip is suspended by No. 12 SWC hanger wire. The opening created by the forming of the four hanger tabs is to allow for the installation of sprinkler heads, etc., at the grid intersections. Four additional tabs are formed at a 45- degree angle to the horizontal at 90- degree spacing to allow for the installation of seismic splay wires where required. The following cross tees may be used with the channel runners: Nos. 801, 821, 802 and 1115. The 1200 air channel runners are identical to the 1100 channel runners except the top of the "hat" section is slotted to allow for air supply or return capabilities. 11. No. 1811 Series: The No. 1811 Series is identical to the No. 811 Series, except that it has base metal and flange cappings of Type 304 stainless steel with a 2B finish. Cross tees used with the No. 1811 main runner are 1802 and 1814. . 12. No. 1900 System: The No. 1900 Series, 5 by 5, exposed, nonfire- rated, direct hung, double web, steel grid system is of an inverted flanged "C" section with dimensions as set forth in Table No. I. The ends of the main runner are punched to receive a No. 1910 coupling. The coupling and main runners are interconnected and locked together by two %- inch - diameter "pop" rivets per main runner end or four rivets per runner. The 1900 main runner is punched to have an integral cross -tee intersection at midpoint and each end. The vertical webs are slotted 30 inches in from each end in groups of three, 1 inch on center, with single slots 10 and 12 inches both sides of every group of three slots. One- fourth - inch - diameter holes are located at the ends, midpoint and % inch to the outside of the outer slots to the three -slot group, for insertion of the No. 1908 hanger clip: The main runners are spaced 5 feet on center and are supported at 5 feet on center by the No. 1908 hanger clip. The No. 1908 hanger clip is suspended by No. 12 SWC hanger wilt. The following cross tees may be used with the main runner. Nos. 802, 821, 1903, 1904, 1905, 1906 and 1907. Allowable ceiling loads are set forth in Table No. 1. B. Fire -rated Grid Systems: 1. No. 250 Exposed Series: The No. 250 Series exposed &e- rated, direct hung, double web, steel grid system is identical to the No. 211 series except that it is lire- rated. The main runner._ and cross tees are dimensioned and detailed in Table No. I and the attached sketches, respectively: The main runners are spaced at 4 or 5 feet on center and are supported at a maximum of 4 feet on center with No. 12 SWC hanger wire. Main runners may be spaced at a maximum of 5 feet on center provided all 5- foot -long cross tees are supported at mid - span (see Footnote No. 8 to Table No. I of this report). Additional hanger wires shall be provided at corners of light fixtures, and at mid -span of cross tees immediately adjacent to light fixtures. Cross -tees used with the No. 250 main runner are: 251, 252, 253, 254, 255, 257,_ 258 259 and 296. Two No. 820 hold -down clips are to be paced on each cross tee at about quarter po ints of cross tees. Note: No. 820 hold -down clips are not required for acoustical lay -in- panels that weigh 1 psf or more. 2. No. 260 Exposed Series: The No. 260 Series is identical to the No. 250 Series, except that it has flange cappings of aluminum. Cross tees used with the No. 260 main runner are: Nos. 249, 261, 262, 263 264, 265, 266, 287 and 268. 3. No. 250 Concealed Series: The No. 250 concealed &e -rated direct hung, double web, upward or downward access steel d grid system consists of the No. 250 main runner which is identical to the No. 211 main runner except it is fire- rated. The main runner and cross tees are dimensioned and detailed in Table No. I and. the attached sketches, respectively. The main runners are spaced at 4 or 5 feet on center and are supported at a maximum of 4 feet on center with No. 1.2 SWG hanger wire. Additional hanger wires shall be provided at the corners of light fixtures, and at mid -span of cross tees immediately adjacent to light fixtures. Cross tees used with the 250 main runner are: 68, 70, 73, 170, 172, 174, 179, 195, 251, 252, 254 and 255. The No. 251, 252, 254 or 255 cross tee is to be used adjacent to the light fixtures. The Nos. 195 and 255 cross tees require a hanger wire at their mid -span. No. 124 upward access hold -down clip is to be used at upward access locations only. No. 124 upward access clips are not required for acoustical tiles that weigh 1 psf or more. 4. No. 299 Series: The No. 299 Series 20/60 by 60, exposed, fire - rated, direct hung, double web, steel grid system is of an inverted tee section with dimensions as set forth in Table No. I and is identical in cross-section to the 211 series in that it is fire - rated. The main runner and cross tees are dimensioned and de- tailed in 'fable No. I and the attached sketches, respectively. Pagel of8 Report No. 1905 The vertical web of the No. 299 main runner contains slots spaced 20 inches on center for the connection of cross -tee mem- bers, and ',G- inch - diameter holes spaced % inch both sides of the cross -tee slots for attachment of No. 12 SWG hanger wire. The main runners are spaced at 5 feet on center and are sup- ported at a maximum of 4 feet on center with No. 12 SWG hanger wire. Additional hanger wires shall be provided at the mid -span of all 5-foot cross -tees and at the corners of light fixtures. Cross -tees used with the No. 299 main runner are: 255, 257 and 298. Only the No. 298 cross -tee may be used to support a 20 by 60 fluorescent light fixture. Allowable ceiling loads are set forth in Table No. I. 5. No. 269 Series: The No. 269 Series is identical to the No. 299 Series, except that it has flange cappings of aluminum. Cross - tees used with the No. 269 main runner are: 265, 266 and 267. Only the No. 268 cross tee may be used to support 20 by 60 fluorescent light fixtures. Allowable ceiling loads are set forth in Table No. I. 8. No. 650 Series Drywall Furring System: The FIRE FRONT No. 650 Series drywall furring system is identical to the No. 640 drywall furring system described in this report except that it is fire - rated. The construction consists of a 234- inch -thick structural slab of stone aggregate concrete. The concrete is supported on % -inch ribbed metal Lath weighing 3.4 pounds per square yard and span- ning 24 inches between 8-inch minimum depth steel joists welded to their supports. The soffit of the ceiling construction is suspended a minimum of 24 inches below the top of the concrete slab. No. 850 furring runners are suspended at 4 feet on center from and normal to the joists 'above by means of No. 12 gauge galvan- ized hanger wires at a 4 -foot maximum spacing. Additional hanger wires are provided at all four corners of light fixtures and at mid - span of furring tees along the sides of light fixtures. No, 634 furring tees identical in cross section to the furring runners are designed to ride above the horizontal flange of the supporting furring runners. The furring tees are spaced 24 inches on center with an additional furring tee to occur 8 inches from each end of each gypsum wallboard panel. One -half -inch to 5 /s- inch -thick gypsum wallboard, having current evalua- tion reports as follows: 2541— Domtar Gypsum America, Inc., "Super Null-A -Fite" 1602— United States Gypsum Company, "Sheetrock F'uecode-1 pe C" 1601 --Cold Bond Building Products, "'type FSW-4" is installed with long dimension perpendicular to fusing ties and with longitudinal side joints centered along the furring runners. The wallboard is fastened to each furring runner and tee with No. 6, 1- inch -long Type S buglehead drywall screws spaced 12 inches on center and 1% inches from each end of the end joints. Screws along the sides and ends of boards are spaced 34 inch from board edges. End joints of the wallboard are to be staggered not less than 4 feet. Wallboard joints and screw heads are not required to be treated; however, they may be taped and treated with joint compound prior to painting, etc. The system, as described, is assigned the following fire- resistive classifications depending upon the thickness of gypsum wallboard used. WALLBOARD THICKNESS (Inch) RESTRAINED ASSEMBLY RATING (Nr.) UNRESTRAINED ASSEMBLY RATING (Nr.) CONCRETE THICKNESS (Inches) 7D' 46 2 2 2 2 2314 234 1The 1/2-Inch wallboard is limited to that type indicated under Evaluation Reports Nos. 1602 and 1601 above. M an alternate, a nominal d14- inch -thick gypsum veneer plaster coat may be applied to the entire surface of the wallboard. As a second alternate a ceiling tile, approved in connection with a fire - resistive ceiling construction, may be bonded to the wallboard as a finish with an adhesive approved for that purpose without affecting the fire- resistive classification of the construction. Gypsum ceilings constructed at one level from wall to wall. with lath and plaster or gypsum board screw or nail attached to the suspended members, meet the lateral bracing requirements of Item 5 of Table No. 23 -1, Uniform Building Code. To accommodate the installation of Nema "C" type, 2 -by 4 -foot fluorescent Tight fixtures, No. 659 cross tees are installed 48 inches on center, perpendicular to the No. 650 furring runners. Addi- tionally, No. 874 cross tees are installed 24 inches on center, parallel to and midway between the No. 050 furring runners. 7. Nos. 850 and 870 Series: The Nos. 850 and 870 Series ex- posed fire -rated steel grid systems are identical to the Nos. 811 and 800 Series, respectively, except that they are fire- rated. The main runner and cross tees are dimensioned and detailed in Table No. I and the attached sketches, respectively. The main runners are spaced at 4 or 5 feet on center and are supported at a maximum of 4 feet on center with No. 12 SWG hanger wire. Additional hanger wires shall be provided at the corners of light fixtures, and a mid -span of cross tees immediately adjacent to light fixtures. The following cross tees may be used with the No. 850 or 870 main runner: 851, 852 853, 8, 855, 857, 858, 859 and 874. Two No. 820 hold -down clips 54 ips are to be placed on each cross tee at about quarter points of cross tees, No. 820 hold -down clips are not required for acoustical lay -in- panels that weigh 1 psf or more. 8. No. 850 Concealed Series: The No. 850 concealed fire -rated direct hung, double web, upward or downward access steel grid system consists of the No. 850 main runner which is identical to the No. 811 main runner, except it is fire- rated. The main runner and cross -tees are dimensioned and detailed in Table No. I and the attached sketches, respectively. The main runners are spaced at 4 or 5 feet on center and are supported at a maximum of 4 feet on center with No. 12 SWG hanger wire. Additional hanger wires shall be provided at the corners of light fixtures, and a mid -span of cross tees immediately adjacent to light fixtures. Cross tees used with the No. 850 main runner are: 68, 70, 73, 170, 172, 174, 179, 195, 851, 852, 854 or 855. The Nos. 851, 852, 854 or 855 cross -tee is to be used adjacent to the light fixhues. The Nos. 195 and 855 cross tees require a hanger wire at its mid -span. The No. 124 upward access hold -down clip is to be used at upward access locations only. Note: No. 124 upward access clips are not required for acoustical tiles that weigh 1 psf.or more. 9. Nos. 860 and 880 Series: The Nos. 880 and 880 Series are identical to the Nos. 850 and 870 Series, respectively, except that they have flange cappings of aluminum. The following cross tees may be used with the No. 880 main runner: 849, 882, 883, 864, 865, 808, 887 and 888. 10. Nos. 850-D and 870-D Series: The Nos. 850-D and 870-D Series exposed, fire - rated, direct hung, double web, steel grid sys- tems are Identical to the Nos. 850 and 870 Series, with the exception of the cross -tee end connection to which has been added a vertical decent which increases the holding foroe value of the cross tee in tension. The following cross tees may be used with the No. 850 or No. 870 main runner: 851 -D, 852 -D, 853-D, 854-D 855 -D, 858-D and 874-D. 11. Nos. 850 -S and 870 -S Series: The Nos. 850-S and 870-S Series exposed fire- rated, direct hung, double web, steel grid systems are identical to the Nos. 850 and 870 Series, with the exception of the cross -tee end connection to which has been added a horizontal slot for installation of the No. 415 intersection clip. The following cross tees may be used with the No. 850 or No. 870 main runner: 851 -S, 852-S, 853 -S, 854-S, 855-S, 857 -S, 858 -S, 859, 896 and 874 -S. 12. Nos. 860-D and 880 -D Series: The Nos. 880-D and 880 -D Series is identical to the Nos. 850-D and 870-D Series except that they have flange cappings of aluminum. The following cross tees may be used with the 880 or 880 main runner: 882 -D, 863 -D, 864 -D, 865-D and 868 -D. 13. Nos. 860-S and 880 -S Series: The Nos. 880 -S and 880-S Series are identical to the Nos. 850 -S /870 -S Series except that they have flange cappings of aluminum. The following cross tees may be used with the 880 or 880 main runner: 849, 882 -S, $63 -S, 884 -S, 865 -S, 868, 867 -S and 868-S. 14. No. 899 Series: The No. 899 Series 20/60 by 60, exposed, fire- rated, direct hung, double web, steel grid system is of an inverted tee section and is identical in cross- section to the 850 main runner with dimensions as set forth in Table No. I. The ends of the main runners are formed with identical inter- locking tongues at each end to interconnect and lock adjacent members. The vertical web of the No. 899 main runner contains slots spaced 10 inches on center for the connection of cross-tee mem- Page 4ofd` Report No.1905 bers, and %- inch - diameter holes spaced % inch both sides of the cross -tee slots for the attachment of No. 12 MG hanger wires. The main runners are spaced at 5 feet on center and are sup- ported at 4 feet on center with No. 12 SWG hanger wires. The following cross tees may be used with the No. 899 main runner: 855/855 -S. 857/857 -S and 896. 15. No. 890 Series: The No. 898 Series is identical to the No. 899 Series except that it has flange cappings of aluminum. The following cross tees may be used with the No. 896 main runner: 885/885 -S, 868 and 887/887 -S. 16. Nos. 1100 /1200 Series: The Nos. 1100/1200 Series fire - rated suension systems are identical to the nonfire -rated series described under Section "A" of this report. No. 12 gauge galvan- ized steel hanger wires are to be located at all intersections of air channel runners and channel runners and at 30 inches on center along air channel runners. Additional hanger wires shall be located at mid -span of 5- foot -long cross -tees and at center of sides of 60- inch -long light fixtures. Two hold -down clips are required each side of each 60-lnch -long channel runner and cross -tee. The following cross tees may be used with the No. 1100 channel runner or the No. 1200 air channel runner: 1115, 851 -S /1151, 852- S/1152, 853- S/1153, 857- S/1157 and 858/1158. C. Two-hour Fire-resistive Floor-Ceiling or Roof-Ceiling Construc- tion: The construction consists of a 21/2- inch -thick concrete slab supported on 3/1-inch ribbed metal lath spanning between steel bar joists spaced 24 inches on center. The soffit of the ceiling is suspended a minimum of 18 inches below the top of the concrete slab and a minimum of 51/2 inches below the lower chord of the steel bar joists. This fire-rated grid system may be used in conjunction with perforated or unperforated Isy -n ceiling tile units of mineral fiber or sheet steel pans with mineral wool acoustical as recognized under current Evaluation Reports Nos. 1349, 1573, 13 6 or 1939. The ceiling units of the listed reports are those that are recognized for a two-hour fire - resistive classification when used with a No. 25 gauge, exposed tee -bar suspension. Required clearances for the supporting struc- tural members are to be maintained when exceeding the above 51/2-inch dimension. The installation and permissible spans for the ceiling tile units, recessed lighting fixtures, or dampered air ducts are limited to the require- ments of the respective evaluation reports. D ' Oi Mo radelle F1oi -Cs lug our dad Corfne= :;_this The construction consists of wood joists and double wood floor With felt between as set forth in Tbble No. 43-C of the code with a suspended ceiling a minimum of 11 inches below the wood joists with No. 12 gauge galvanized hanger wires spaced 4 feet on center. This fire -rued grid system may be used in conjunction with perforated or unperforated lay -in ceiling tile units of mineral fiber or sheet metal pans with mineral wool acoustical pads as approved under current Evaluation Report No. 1576. The ceiling units of the listed reports are those that are recognized for at least a one -hour fin - resistive classification when used with a No. 25 gauge, exposed tee, -bar suspension. Required clearances for the supporting structural members are to be maintained, when exceeding the above 1I -inch dimension. The installation and permissible spans for the ceiling tile units, recessed lighting fixtures, or dampered air ducts are limited to the requirements of the respective evaluation reports. E. Accessories: Each suspended ceiling system is provided with the necessary ceiling panels, angles, moldings, access angles and corner caps to meet the requirements of the installation. Light fixture installations may be included within the suspended ceiling construction utilizing cross -tees as boundary elements. Allowable loads for light fixture installations are not to exceed the concen- trated load values set forth in Table No. 1, except when extra suspension wires are provided at all fixture corners, and as other- wise necessary. F. Material: All main runners and arose tees are roll- formed from steel meeting the requirements of ASTM Designation A366. The steel has a minimum yield strength of 33,000 pounds per square inch. The steel is protected against corrosion by an elects galvanized coating, with all exposed surfaces given a vinyl enamel paint finish. C. Identification: The various systems are identified . in the field by means of labels on the shipping cartons, indicating the part name, part number, and name and address of manufacturer. The cartons for the fire -rated system are marked with the label of the Underwriters Laboratories Inc., in addition to the above. III. Evidence Subedited: Fire test reports in accordance with U.B.C. Standard No. 43 -1. Findings P/. 1. 7101 ties No. 200, No 211, No. 400, No. 411, No. 500, No. 511, No. 640, No. 800 No. 810, No. 811, No. 800-D, No. 600 - S, No. 818, No. 819, No. 830, No. 1100/12000,,{No. 11t881111sand No. 1900 are alternate Series conceded and awned nonfire-rated methods of construction to dud specified is the 1982 Uniform Badding Code, when installed in accordance with this report. 2. That the No. 250, No. 260, No. 269, No. 291, No. 650 No. 815, No. 850, No. 860, No. 670, No. 880, No. 815-D, No. 850-D, No. 850.8, No. 860.D, No. 860.5, No. 870-D, No. 870.5, No. 880-D, No. 8604 and No. 1100/1200 Series Are -rated concealed and yid systems are alternate methods of construcdoa to that sped the 1982 Uniform Budding Code for the fire- resist!, ratings described in this report. 3. Grid spines must be braced for seismic forces In accordance with 7ibte No. 23-3 of the Uniform Building Code. 4. When s aieials an Iaoerporated iato as otherwise Are- resistive assembly which r the apaeity for heat dWipatioa, An het rooks or other may data shell be made available to the building g°Mehl to thaw dud Ike-resistive time period is 7bie report is subject to re-examination in two yeah. Page ,5 of 8 Report No. 1905 TABLE N0.1-ALLOWABLE LOAOSt2 DIMENSIONS OF MEMBERS SIMPLE SPAN CONTINUOUS SPAN ALLOWABLE BETWEEN BRACING (Inches) MEMBER CATALOG NUMBER Type Thickness (Inches) Egg (FW) (Inches) r Haight N Section (M) (Inches) Sec. ih dt (SW) (Inches) Length of Section (Feet) ui Oereat th per F CONCENTRATED LOAD C ATCISP(sIs (l per t) OsrFlitin 4•Feot Span 5•Faot Span 4•Feet Span 5-Foot Span 4•Foet Span ti-Foot Span 200 C .020 }i 1% 14 12 16.0 - 41.7 - 25.9 13.1 24 200 C .020 ill 11 '/. 12 - - - - 25.7 12,3 30 Main 200 C .020 41 134 '4 12 - - - - 25,6 - 48 Runner34 200 C .020 41 11 34 12 - - -- - 23.5 13.7 60 211 C .015 11 1% '/4 12 - - - - 21.2 - 24 211 C .015 41 134 54 12 12.6 6.0 30.5 17.6 21.0 10.4 24 211 C .015 41 1% 3 12 - - - - 18.3 16.3 30 211 C .015 41 13 54 12 - - - - 23.4 - 48 211 C .015 H 13 3'4 12 - - - - 15.4 7.8 60 2504 C .015 if 1% '/4 12 - - -- - 20,4 9.1 24 2504 C .015 if 134 344 12 - - - - 17.5 7.4 30 2504 C .015 11 144 54 12 - - - - 21.2 - 48 2504 C .015 if 1% 3S 12 - - - - 18.7 9.6 80 2604 C .015 if 134 54 12 - - - - 16.8 - 24 2604 C .015 if 11 3:/ 12 - --- - - 16.1 - 30 2804 C .015 if 1% ',4 12 - - - - 18.5 - 48 2604 C .015 11 1% 'b 12 - -- -- -- 15.8 - 80 2894 C .015 41 13 1/4 10 - -- - - - - 20 2694 C .015 11 11 'Y4 10 - - - - 15.8 •- 60 2994 C .015 41 134 44 10 - -- - - - - 20 2994 C .015 if 13 54 10 - 18.7 9.6 80 500 A .024 if 134 '.S 12 13,0 8.5 35,9 25.9 24.0 13.0 24 500 A .024 if 134 54 12 - - - •-- 20.0 13.0 30 500 A .024 if 134 '!► 12 - - - - 22,5 - 48 500 A .024 if 1% 34 12 -- -- - 17,5 12.0 60 511 A .020 if 13 '/4 12 12,3 4.5 22,9 20,5 18.0 9.0 24 511 A .020 if 134 '4 12 -- - - - 15.0 8.0 30 511 A .020 if 13 % 12 - - - - 12.5 - 48 640 C .020 1% 1 % 14 12 - - - 22.8 - 16 840 C .020 1% 1 % '4 12 16.8 - 46.9 - 29.7 - 24 6504 C .020 1% 1 % 3 12 16.0 - 40.1 - 28.0 - 24 800 C .020 if 11 '/4 12 18.0 - 41.7 - 25.9 13.1 24 800 C .020 41 15 344 12 - - - - 25.7 12.3 30 800 C .020 41 13 % 12 - - - - 25.6 - 48 800 C .020 41 1% '/4 12 - - 23.5 13.7 60 810 C .024 11 1% '4 12 18.5 - 45,0 - 34.0 18.5 24 810 C .024 41 1% V4 12 - -- -- - 35.1 - 48 810 C .024 if 1 % 3 12 -- - - - 31.0 19.8 60 811 C .015 if 1% '/4 12 - 21.2 - 24 811 C .015 41 1% '/4 12 12.8 6.0 30.5 17.8 21.0 10.4 24 811 C .015 }1 13 1/4 12 - -- - - 18.3 10.3 30 811 C .015 11 1% '44 12 - - - - 23.4 - 48 811 C .015 11 1% ' 12 - -- - - 15.4 7.8 80 812 C .015 if 13 '/a 12 - - - - 15.4 7.8 60 815 C .015 }1 1% 54 12 -- - - - 20.4 9.1 24 818 C .020 }1 1% 1 10 - -- - - 31.1 14.6 20 818 C .020 41 13 34 10 - - - - 23.5 13.7 80 819 C .015 if 134 34 10 - - - - 18.1 9.8 20 819 C .015 41 15 '44 10 - - 15.4 7.8 60 8308 C .024 41 1% 1/4 12 7.5 - 7.5 - 14.2 - 24 8308 C .024 411 11 . 'A 12 - - -- - 4.4 - 48 8504 , C .015 1f 1'/s 'A4 12 - -- --- - 20.4 9.1 24 8504 C .015 1 f 11 '/. 12 - - - - 17.5 7.4 30 8504 C .015 41 Ph 3 12 - - - - 21.2 - 48 8504 C .015 - • }1 11 1 12 - - - - 18.7 9.6 80 8804.8 C .015 41 11 '/4 12 - - - - 16.8 - 24 8604-9 C .015 if 1% '4 12 - - - - 16.1 - 30 8604.9 C .015 if 11 '4 12 - - - - 18.5 - 48 8604-9 C .015 4 b 134 3'4 12 - - - - 15.8 - 60 8694.9 C .015 11 1% 1/4 10 - - - - - -- 20 8694.9 C .015 1 1% '/4 10 - - - 15.8 - 60 8704 C .020 11 134 '44 12 .16.0 -- 41.7 - - - 24 8704 C .020 11 1% 'ia 12 - - - - - - 30 8704 C .020 if 13 1/4 12 - - - - - - 48 8704 C .020 41 1% 1/4 12 - - - - - - 80 880449 C .015 if 1% 1/4 12 - - - - - - 24 8804.9 C .015 41 1% 1/4 12 - - - - - - 30 8804-9 C .015 41 134 �4 12 - - - - - - 48 8804-8 C .015 134 '.4 12 - - - - - - 60 8994 C .015 4 1% '/ 10 - - - - - 20 8994 C .015 0 134 '44 10 - - - - 16.7 9.6 60 11004 D .024 2'/a 1% 196 4 & 5 22.5 17.8 64.2 49.7 - - 60 1811 C .015 1 134 '.4 12 - - - - - - 24 1811 C .015 ' 13 '.a 12 - - - - - - 48 1900 j .020 2 1% 1 10 - - - - - 21.0 30 1900 j .020 2 134 1 10 - 11.3 - - - 19.2 60 Page 6 of 8 Report No.1905 TABLE NO. 1- ALLOWABLE LOADS" (Continued) DIMENSIONS OF MEMBERS SIMPLE SPAN CONTINUOUS SPAN ALLOWABLE SPACING BETWEEN LATERAL BRACING (Inches) MEMBER CATALOG NUMBER Type Thickness (Inches) Es •s•d rianL• Width (FW) (Inches) N•Itthhtt M Section (M) (Inches) Bulh S•c• lien Width (SW) (Inches) Length if UNIFORM LOAD (Us. per Feet) CONCENTRATED LOAD AT MIDSPAN (Lis.) UNIFORM LOAD (Lbs. per feet) Section (Feet) 4-Feet Span 5-Feet Spas 4 -Feet Span 5-Feet Spin 4 -Feet Span 5-Feet Spam 88 El .018 14 34 - 2 24 70 El .018 ' % - 4 2.4 48 73 El .018 % % - 3 38 78 El .018 % % - 4 48 79 El .018 % % - 4 48 80 E2 .020 % 134 - 5 - 3.5 - - - - 80 83 E2 .024 44 ii - 2 24 84 - .024 49 if - 4 2.7 48 86 - .024 49 1f - 3 38 144 - .020 i6 134 34 4 10.5 48 145 - .020 fir 1% " 5 60 147 A .020 'Xs 134 34 5 80 148 A .020 74 134 34 4 9.3 48 149 A .024 34 134 34 5 - 7.0 - - - - 80 154 - .020 z3r 134 34 4 10.5 48 155 - .020 iir 134 54 5 80 157 A .020 % 1% 34 5 60 158 A .020 34 134 34 4 9.3 48 159 A .024 7 134 34 5 - 7.0 - - - - 80 170 E2 .018 X14 7 - 4 2.4 - - - - - 48 172 E2 .018 % 7 - 2 24 174 E2 .018 if 134 34 4 5.0 - 9.5 - - - 48 175 E2 .018 if 1% 36 5 -•• 2.6 - - 0 - - 60 179 184 E2 - .030 .024 if 49 136 134 % - 5 4 - 5.3 5.0 - - - - 90 185 - .030 19 134 - 5 - 4,3 - - - - 60 1876 - .024 39 134 - 5 - 3.7 - - - - 60 1956 E2 .018 if 1% 34 5 - 2.6 - - - - 60 201 K .015 41 134 34 1 12 202 C .015 11 1% 3 2 24 203 C .015 41 134 % 3 36 Cross -tees 204 C .020 11 1% % 4 17.3 - 43.9 - - - 24 204 C .020 11 134 34 4 15.0 48 205 C .015 if 134 34 5 - 5.7 -- 17.9 - - 60 207 C .020 fi 1% 34 5 - 11.2 - 34.1 - - 30 207 C .020 41 134 34 5 - 7.5 - - - - 60 214 C .015 41 136 34 4 14.1 - 37.8 - - - 24 214 C .015 if 134 34 4 12.0 48 222 K .015 41 134 34 2 24 224 K .015 11 1% 34 4 10,0 - 25.0 - - - 24 224 K .015 11 136 34 4 5.8 48 249 C .015 4f 134 34 4 10.4 24 249 C .015 41 1% 34 4 10.2 48 251 C .015 Hi 134 34 1 12 252 C .015 41 1% 34 2 24 253 C .015 41 134 34 3 36 254 C .015 41 1% 344 4 14.1 - 37.8 - - - 24 254 C .015 11 136 % 4 12.0 48 2556 C .015 11 1% % 5 - 7.5 - 22.5 - - 30 2556 C .015 }f 134 V4 5 - 5.7 - 17.0 - - 60 257 C .015 41 136 34 • 20" 20 258 C .015 11 1% 34 30" 30 259 C .015 if 1% 34 4 14.1 - 37.8 - - - 24 259 C .015 41 1% 34 4 12.0 48 262 C .015 41 ' • 136 34 2 24 263 C .015 }f 134 34 3 36 264 C .015 11 1% 34 4 10.4 24 264 C .015 11 1% • 44 4 10.2 48 2656 C .015 if 1% % 5 30 2656 C .015 0 134 34 5 60 266 C .015 if 1% 34 5 30 2666 C .015 if 1% 34 5 80 267 C .015 41 1% 34 20" 20 288 C .015 4f 134 344 30" 30 2966 C .015 41 134 54 5 30 2966 C .015 if 1% 34 5 80 Page? of 8 Report No. 1905 TABLE NO. I- ALLOWABLE LOADS 11 (Continued) MEMBER DIMENSIONS OF MEMBERS SIMPLE SPAN CONTINUOUS SPAN ALLOWABLE SPACING BETWEEN LATERAL BRACING (Inches) CATALOG NUMBER Type Thickness (Inches) Ea esed Fin`• Width (FW) (Inches) Height of Section (M) (Inches) 1- eulr tee• tlon Width (OW) (Inches) Length UNIFORM L0A0 (Lis. per Feet) CONCENTRATED LOAD AT MIDSPAN (Lis.) UNIFORM LOAD (Us. per Feet) of Suttee (Feet) - 4-Foot Span 5-Feet Span 4•Fest Spat 5-Feet Span 4-Fed Span 5-Feet Span Cross -tees 401 402 403 404 404 409 409 414 414 501 502 503 504 504 509 509 512 513 514 514 524 644 854 801 802 803 804 804 805 806 806 808 807 807 808 808 814 814 821 822 823 824 824 8328 8348 8346 849 849 851 852 853 854 854 8556 8556 857 858 859 859 862 883 864 884 8656 8656 8666 659 859 A A A A A A A A A A A A A A A A A A A A L C C K C C C C C C C C C C C C C C K K K K K C C C C C C C C C C C C C C C C C C C C C C C C C bbbbbbbbbbbbbbbbbbbbbbo$ bbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbbobbobbbbbb oomaumwmmmmCUmmmmmmm001 mm0Nmmmo00oa01xmoommmoommmmm����mmmmm4inVcomm 16 11 }6 11 16 16 11 }3 11 11 11 31 11 16 }1 }1 }1 11 } 1 +1 11 1% 1% }1 }1 11 }1 11 11 }1 11 }I 11 31 16 31 11 31 }1 31 }1 31 }i 11 31 }1 11 }1 }1 11 ti }1 11 31 ' ' }i }1 11 }i 11 }i }1 }1 }i }1 }1 fir }i }i 13 1% 1% 1% 1% 1% 1% 136 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1 1% 1% 134 1% 13 1% 1% 134 134 1% 1% 1% 1% 1% 1% 134 134 1% 1% 136 1% 1% 134 134 134 1% 134 134 134 134 1% 1% 1% 134 134 1% 114 134 134 134 134 134 134 134 134 Ph 134 1,1 1/4 44 % 114 % ' % 14 % 14 144 % 114 Y4 14 114 14 1/ % 1/4 14 114 114 144 144 114 ' Y4 1/2 3a 14 144 144 144 114 114 144 114 114 ' 114 114 l 14 14 14 44 14 144 144 . 144 14 '/ 144 144 14 114 34 % 114 1 14 14 14 Y. % Y4 Y4 1 2 3 4 4 5 5 4 4 1 2 3 4 4 5 5 20" 30" 4 4 4 4 4 1 2 3 4 4 5 5 5 5 5 5 5 5 4 4 20" 2 30" 4 4 4 4 4 4 4 1 2 3 4 4 5 5 20" 30" 4 4 2 3 4 4 5 5 5 4 4 - - 14.1 12.4 - - 8.0 7.0 - - - 14.1 12.4 -- - - - 8.0 7.0 5.0 18.1 18.1 - - - 17.3 15.0 - - - - - - - 14.1 12.0 - - - 10.0 5.8 - 9.6 7.1 10.4 10.2 -- - - 14.1 12.0 - - - 14.1 12.0 - - 10.4 10.2 - - - - - - - - - - 7.5 6.0 - - - - -- - 7.5 8.0 - - -- - - - - -- - - - - 5.7 8.9 7.5 5.7 11.2 7.5 8.2 7.5 - - - - - --- - - - - - - -- - - -- - 7.5 5.7 - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - 43.7 43.7 - - 43.9 - - - - - - - - - 37.8 - - - 25.0 - - 23.2 - - - - - - 37.8 - - - - - 37.8 - - - - - - - - - - - - - - - 19.0 - - - - - - - - 19.0 - - - - - - - •-- - - - - - 17.9 - 23.1 17.9 34.1 - - - - - - - - - -- - - - - - - - - - 22.5 17.0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ■ 12 24 36 24 48 30 60 24 48 12 24 36 24 48 30 60 20 30 24 48 48 48 48 12 24 38 24 48 60 20 30 80 30 80 20 60 24 48 20 24 30 24 48 24 24 48 24 48 12 24 38 24 48 30 80 20 30 24 48 24 36 24 48 30 80 30 24 48 Page 8 of 8 Report No. 1905 TABLE NO.1 -- ALLOWABLE LOADS" 1 (Continued) MEMBER DIMENSIONS OF MEMBERS SIMPLE SPAN CONTINUOUS SPAN ALLOWAIIE SPACING BETWEEN NIACIN (IlcAu) NUMBER CATALOG Type Thickness Ouches) Eapes{eg 111111 (Fri) (lathes) Height et Iodise (M) (Inks) • t el s WiMb (SW) Oodles). Lustiest Suttee (Feel) UNIFORM LOAN (Lbs. par Feel) CONCENTRATED LOAD AT MIDIPAN ()1.) ` UNIFORM LOAD (us. pm Feel) 4•Feet Span Met Span 4•Feet Span •Fa1 Span 4-Feet Span 1-Feet Spas 8886 C .015 41 1% 14 5 • 90 887 C .015 41 11 34 20" 20 888 C .015 44 135 14 30" 30 8986 C .015 if 1% 34 5 30 8986 C .015 11 11 1/4 5 60 411156 C .020 31 135 34 5 - 9.1 - 29.3 - - 48 411156 C .020 if 135 1/ 5 - 8.0 - - - - 60 1151 C .015 135 14 1 12 1152 C .015 4* 135 3 2 24 1153 C .015 it 135 % 3 38 1157 C .015 41 1% 14 20" 20 Cross -teen 1158 C .015 4* 1% % 30" 30 1802 C .015 4* 135 34 2 24 1814 C .015 if .135 34 4 24 1814 C .015 2 134 334 1 5 80 1903 1904 .020 .020 2 135 1 5 - 12.1 - - - - 30 1904 .020 2 135 1 5 - 12.3 - - - - 60 1905 .020 2 l35 1 5 - 12.1 - - - - 30 1905 .020 2 135 1 5 - 12.3 - - - - 80 1906 C .015 41 1% 14 5 - 8.3 - - - - 48 1906 C .015 if 135 14 5 - 5.3 - - - - 60 1907 J .020 2 1% 1 5 - 12.1 - - - - 30 1907 j .020 2 1% 1 5 - 12.3 - - - - 60 'Loads indicated are to include the welsh of the system u well u the superimposed loads, and are based on ultimate strength divided by • factor of safety of 2, or a 11380 deflection, whichever governs. *When loading any system uniformly, the weight In pounds per square foot may not exceed the strength of its weakest member. Individual members are to be checked for possible overload from concentrated loads in excess of those tabulated. 'Main ranee are considered spaced at 4 feet on center. &When used in a fire- resistive construction allowable loadings do not apply to 249, 250 231 252 253 234 255 257 258, 259, 282, 283 264, 285, 288, 267, 288, 269, 650, 654, 859, 849, 850, 851, 852, 853, 854, 855, 857, 858, 855, 8611, 883, 884, 863, 886, 86'x, 868, 869, 1100, 1116. 'Cross -tees shorter than 4 feet are permitted the same simple span uniform or concentrated loadings u for the 4-foot-long crou -tees of equivalent size and thic)meu. 'Cross•tu. Nos. 187, 195, 255, 285 268, 298 855, 883, 888, 898 or 1115 may be used with the wo -hour fire- resistive ccnstruction provided 11 is supported at mid -span by means o� hanger wires. +See attached details for configuration of various types of main runnen and cross-tees. '3003 -H grade roll- formed aluminum sectiow. 'Catalog Nos. 259, 260, 262, 283, 264, 285, 288, 287, 268, 269, 859, 860, 863, 884 885, 887, 888, 889 and 880 ate the same u the Nos. 250 and 850 Series, respectively, except they are aluminum capped and are put of a two-hour Bn -rated system. 1 -HOUR FLOORS AND ROOFS-ACOUSTIC CEILING Acoustic Floorin9 Joists suspension system • no/ shown- .fee.Reporfs for defai /s Exposed Grid SE CTfOn/ Fig. F1.75 By: 1. Armstrong Cork Company -Report 1349, July 1975. a. System B13. Double wood floor, wood' joists per Chapter 43 of U.B.C. ceiling is 1/2 x 24" x 24" or x 24" x 48" Armstrong 3. Fire Guard tile. Minimum clearance of joists is 10 ". b. System B14, Double wood floor, wood Joists per Chapter 43 of the U.B,C. Ceiling is '2" x 24" x 48" Armstrong acoustical tiles. Minimum clearance of joists is 10", o. System B15. Double wood floor, wood joists on steel beams per Chapter 43 of the U.B.C. Ceiling is '2" x 24" x 48" acoustic tile with surface perforations only, Mini- mum clearance of joists is 12'2". Steel 4, beams have 1 -hour rating if 13" clear. d. System C4. Wood floor, wood joists per Table 43C of the U.B.C. Ceiling is C -60 Luminaire coffered ceiling. Minimum clearance from top of wood floor to soffit is 30'h ". 2. National Gypsum Company -Report 1483, November 1974. a, System Al1. Wood floor and wood joists per Table 43C of the U.B.C. Ceiling' Is 3" x 233'd' or 473/4" Gold Bond Fire Shield Soll- tude grid panels (nonventing). Minimum clearance of joists is 113/4". b. System A13. Same as above except grid panels may be Gold Bond Fire Shield Soli- tude or Fire Shield Corinthian grid panels. The Celotex Corporation -Report 1573, August 1975. a. System C3. Wood floor, wood joists per Chapter 45 of the U.B.C. Ceiling is 3/4' x 12" x 12" or 34" x 24" x 24" Type N tile. Mini- mum clearance of joists is 4 ". b. Alternate: Same as above except minimum clearance to joists Is 1112" with recessed Tight fixtures and air duct and tile is q" x 24" x 24" or 48" or 1" x 24" x 48" mat -faced or textured Acoustiform panels. Conwed Corporation- Report 1576, January 1975. (Also distributed by Simpson Timber Company and Baldwin -Ehret -Hill, Inc.) a. System A9. Double wood floor, wood joists at 16" o.c. per Table 43C of the U.B.C. Ceiling Is '2" x 24" x 60" Lo -Tone FR, Simpson MO, or Hansoguard ceiling panels. Minimum clearance of wood joists is 11 ". b. System A10. Double wood floor, wood joists per Table 43C of the U.B.C. Ceiling Is 3" x 24" x 24" or 24" x 48" Lo -Tone FR, CORS AND ROOFS ell Index to I.C.B.O. WOOD FLOOR (exposed grid) 5. 6. 7. 8. 9. Simpson MO, or Hansoguard ceiling panels. Minimum clearance of joists is 10". Trus Joist Corporation -Report 1894, March 1975. Double wood floor and Trus Joists. Ceiling Is %" x 2' x 2' or 2' x 4' USG Firecode Auratone lay -in acoustical board with 1'2" (1.75 pounds per cubic foot density) or 1" (4 pounds per cubic foot) USG Thermafiber mineral -wool batts over tile. Minimum clearance of truss Is 10". Johns - Manville Sales Corporation -Report 1752, October 1974. System D2. Wood floor and wood joists per Chapter 43 of the U.B.C. Ceiling is 3/4" x 24" x 24" or 48" Firedike panels. Minimum clearance of Joists is 7'2 ". Chicago Metallic Corporation -Report 1905, December 1974. Double wood floor and wood joists per Table 43C of the U.B.C. Suspension system 11" below joists. Ceiling is perforated or unperfor- ated lay -in tile. United States Gypsum Company- Report 1939, April 1975. a. System B6, Double wood floor and joists per Table 43C of the U.B.C, Ceiling is 3/4" x 24" x 24" to 30 x 60" and 20" x 80" Aura- tone Firecode panels. Minimum clearance of flooring is 197" and of joists Is 113/4". b. Alternate: In lieu of double wood flooring use 'ii' plywood with 1" USG Mastical underlayment compound. c. System B7, Double wood floor per Table 43C of the U.B.C. Trus Joists (Report 1694). Ceiling is 3/4" x 24" x 24" to 30" x 60" and 20" x 60" USG Auratone Firecode panels with 1" USG Thermafiber mineral -wool blankets. Minimum clearance of joists is 10 ". d. System B9. True Joist TJ2. See Report 2436. True Joist Corporation -Report 2438, April 1975. Double wood floor per Table 43C of the U.B.C. and Trus Joists. Ceiling is 3/4" x 2' x 2' or 2' x 4' USG Firecode Auratone lay -In tile with 1" USG Thermafiber mineral -wool batts. Mini- mum clearance of joists is 10 ". S {cwt Peak t1 7 -Coy Ref v 1311 I 285 CITY OF TUKWILA , Buildiny.0lvision 6200 Southcenter Boulevard. Tukwila, Washington 98188 (206) 433 -1849 Type of Inspectio Site Address Requestor ` ct 4, Special Instructions .91Awe tu. sr,;:' t�Y„ Cli .?5bT`{:^l1t�A':.1;k:ttC*t"?<: ::r+�.•:ti!w2R3iX INSPECIN RECORD PERMIT # Date 7 Date Wanted 0 Project Phone # 7 I 4 _r. ' r a.m. Inspection Results /Comments: Inspector Date ‘./r7 r CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila4 Washington 98188 (206) 433 -1849 Type of Inspection f Site Address 02W Snlyci.e4 fl Requestor La,, 4,„ Special Instructions INSPEC'flN RECORD PERMIT # f.76v Date /,,2 /l., Date Wanted /.2 Project Phone # 1C4.5' Inspection Results /Comments: -44 r 1... �.. Jr .46 eZteet Inspector Date /,,ZQ1t ' t; yl; gpihm 9'snag.40aleu a vs • CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila. Washington 98188 (206) 433 -1849 _.. _ .... ,..., INSPEC/ N RECORD PERMIT # VS 74 Date /.2 /� /,‘ Type of Inspection Date Wanted t2,4e a.m Site Address „?yQ 4 � Project 4 ,e4,1 r 7 Requestor (� 0 Special Instructions G Phone # Inspection Results /Comments: ,,� :• _ � —it —� _� / i1:3&1 r v Inspector 6 r Z �� Date /-2/2-50e CITY OF TUKWILA. Building Division 6200 BouleVard (206) 433 -1849 Type of Inspection Site Address 2922 Requestor cete‘), 4444 44, INSPECT -2N RECORD PERMIT # y5/6 Date /,y%52/0 Date Wanted /,2 Afli6 .m p.m. Project 1► 7�: _opp„s1._ Phone # Special Instructions Inspec ion Results /Comments: Inspector / /A! 14'1 Date /-2-7/6/e dBUmW x•tsn+R.Y.�swtd{nxu CITY OF TUKWILA Building Division Southcenter (206) 433 -1849 i, Type of Inspection / // Site Address & /O c ,/ .// Requestor (%!911 INSPECT )N RECORD PERMIT # Date //. /ff Date Wanted Project Phone # 5 4bS+k1< Y22f Special Instructions Inspection Res is /Comments: linFAIPMEAPIPAIMIa' " Inspector 53 X� '�, Date 12," ,5 4 ' xarsrx�:�na,r <;�,o4xwreaa..re CITY OF TUKWILA Building Division 6200 Soithcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type of Inspection -Le. Site Address .24(0 alaeleitei VeS1- Requestor dr, �i -P /1 Special Instructions INSPECT:2N RECORD PERMIT # 4/54; o Date /2//4///g Date W anted /2 // ie Project Phone # Inspection Results /Comments: ,7.p,i, J 464; _401,46,4g;te _ .. et. Inspector 010-154/42 Date / .- / // //5e CITY OF TUKWILA Building Division Tukwila;;tWashingtonul98188 (206) 433 -1849 Type of Inspection Site Address .202 a4. ,/.("e -t vezez, -- Requestor c 2o-.1 Afh 6/"./ »........._.-...._............._._........- r ....... INSPEC '2N RECORD PERMIT # 9514; Date /2/5/F6 . A °1 i Special Instructions Date Wanted Project Phone # .11.. Inspection Results /Comments: 4 ., Lam. A. d-4 i/ .:../ Inspector ide• Date fog /5Ae 36aidE➢ tt�itGl 43' ttdttltkmhr *:%,7sny+�rodu:arr.+�acu rwcatwa+ as�zw. e�,.:. �... x..,.,..,......,.,. ........,w__.........._.._.�... _._........_.. CITY OF TUKWILA' Building Division 6200 Southcentsr Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTfN RECORD PERMIT # #/(5A�v Date A2 /3ftr Ars Type of Inspection 40(lo lei - -Coves 1 ea Date Wanted oZ /,�t Site Address o29 ��& Project -len /,,„, Requestor 08n 6,4 Special Instructions Phone # -77// p.m Inspection Results /Comments: _.biAet 61,09,-164, Inspector Date /,,2-/ ;'tt.'�t,..[r fiAS�% 34td1�.*•': 3; rcil�.``' ik�ear'!{.` L'.'.+ t^. usC. nar.• trw.. ro................« ...........................«.........................._......._.....................«..,..............,...,,. w. w ...,....F...,......,.- n�u,�.r,, ;..>:�.•�ranmc;.r:r. .....n!na Mn a,..,,.,..s CITY OF TUKWILA Building Division 6200 Southcenter,Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECTIcI`.N RECORD PERMIT # 14540 Date 1,',1 - -8eto �Y 2�(IQ� (p.Ll/�� 'Av.(MY, Date Wanted /t9- .'-3(? Type of Inspection Site Address 2 -1O QI'?6/O1,f -�/1� G VU Project 6atde, P L4) Requestor Dc)L' (? / Phone # y(/ -7c ' // Special Instructions )' L Pa-U Ww -41 (2AoLi'1evt. Li9esmi % t `. /. v vJt 'L 'Z ma./a.i Inspection Results /Comments: /AM a.m. Inspector Date /..Z 3 /SPA liet&IVVVSM.79.1•YWW4.1iV MVP* :1'11 '11.3C1.',1"'71 w CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433-1849 Type of Inspection Site Address 'g.290 „g,c,eleee}x1 Requestor 6,44669 Special Instructions INSPECTrN RECORD PERMIT # Date Date Wanted Project. Phone # Inspection Results/Comments: Inspector Zer-e-y7 Date teia [f .4" AYE'EvomolllYesed!hIsa poky zSr�imtwAiv. CITY OF TUKWILA Building Division Southcenter (206) 433 -1849 Type of Inspection ��,e.,y„47. Site Address , 0 Requestor Special Instructions W..,...», a.n ».,.... «...:....�„�.-- ..,,.e, s+,• a::..: e«. ne, aaiuNr x�..' z. u.'. ta' �. zfY: tN. 73." fih!L1�F:'•rr;i'SFN»P�?.7 ?5<:4 INSPECT,N RECORD PERMIT # 5/5/4; Date /' /c Date Wanted /1/26/F p.m. ,1,4146 Project . F --eei,, - 1. Phone # Inspection Results /Comments: 7r- �'�C<ic -, D' „'„ ✓Lorr 044 ,f)e-cel7 odfx,,74- .....� ,� 0 �4 s ulisk .2W/2o Q,1 ` / /.' o. /9 -Me £ .- Cc'G/24 o4A Inspector %/'(- 2.-G Date /464,/§e CITY OF TUKWILA . Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 INSPECT"N RECORD PERMIT # Date // /3 /rG Type of Inspection) 'et9 _ erdritel 1.`L-C..,,Le.. Date Wanted ,,3 a Site Address .-.2W - c/e4 42,49 -- Project e#'9.ui e Requestor (Q0 -. et-te.,C Phone # Special Instructions p.m. Inspection Results /Comments: Inspector %VeZ44,2 /d; Date ,`j / /./Se ` ����! }«'�.�i�`•7�A «.�'��..�s''; ass'': �7:=' ?uxt�` zs :s;c;raraY�.;,.,ry.�,w�..»,w,,. CITY OF TUKWILA Building Division, 6200 Southcenter Boulevard Tukwila. Washington 98188 (206) 433 -1849 .«.. w. �... ru..+. a...+...+..+ ...,.e..,..........u.n.r.�eKnm• ♦t.6yT;lM.,..." Aix +b:: <r•!.. «;:Ar.•K'.LL:rau.,s. uaxHez::•;re VZ�: L+2kgSw'uT.u'7= 404.40 INSPECTI i RECORD PERMIT # f,�`� /� Date 0.2A6 Type of Inspection e %6 Site Address .,202 41,14,41 c t (ij Requestor Date Wanted /X kv a.m. .m. Project (,, t P' "74:44,1 -�e- Phone # Special Instructions Inspection Results /Comments: 12- ti 14 Ct,d1;;? n!=-7,tc;e0-7. Inspector iter(Akt_ Date //://///� /�e CITY OF TUKWILA Building Division Tukwila,,tWsshinoton Boulevard 8188 (206) 433 -1849 Type of Inspection Site Address .2 y0 z J, " Requestor Special Instructions v ++tn�Nwa�n iva +al fi+K +n W yHK+�u� �b:NabYlN.4S1lti 0' %� Sg INSPECTr,N RECORD PERMIT # Date / / /r6 ate Wante Project ,d Phone # 2'Y a.m. p.m. Inspection Results /Comments: ./ ♦ Vi 4 _ / Ii O/red Inspector fGBzif2 /��C� j Date /1,Vef MifiY- 1\'t i l::L'`"..'T'AI MNS:b`+ !1ia-A9. c, CITY OF TUKWILA Building Division 6200 Tukwila, eWashinatonu198188 (206) 433 -1849 ,n. awe.......«.,.. �........-. �. e....,«.............,...,....«.-».............. ..,.....«.«........»+r..<...�., ....,,..,. wnw...,,,.. �. x. Fe,r. w.,.. rn. �r... cwaun: r. nra�' �cnn-.• rrswa :xv`.r.�aFa:�esixx,frartiivns INSPECT A N RECORD PERMIT # 34c16 Date l A/e Type of Inspection ,Agt /e-c4 )1/46, Date Wanted / / /� c9C a.m. Site Address 449 441A /-e s, 40.e."-- - Project Requestor Dom_ Phone # Special Instructions Inspection Results /Comments: dirt. et,r,_ Inspector /1er2=f7i UGC Date //,',4://k CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 Type f I tion �,. 4 ype o nspec < a7 �.c Site Address ,2549 (4v %e' Requestor a,1. INSPECTrN RECORD PERMIT # 4/5/6 ////5/F4 Date Wanted 1/ Project ,A1 mac. Phone # Date a.m. •� Special Instructions Inspection Results /Comments: ,,,1, /./ley-e.k ,,:(ter . ,241 Ale-e-ov - G,-c,a .4iP -1- -66, 2..ty ,..,tvi e:,,1 . ef_Ate- .4„`2k! ,f1, lee,c2I r / t G' P . i" ■ Inspector efrnv-t. a� Date �//✓/7‘ CITY OF TUKWILA Building Division 6200 Southcenter Boulevard Tukwila, Washinoton 98188 (206) 433 -1849 Type of Inspection `f cx1. Site Address 124( //Lid 466W4- .� „w.v.,.... ,,..cwMnnwu,nwut. Vti r a•.tr taek9r,44w :ft x�w INSPECT rN RECORD PERMIT # ///V/X Date Wanted /�y�C Date Project -Ie W 9 i ' L. Requestor Phone # Special Inst uctions Inspection Results /Comments: /6:6/ e6 Av il 4/ Av. - Inspector X7-64/ Date l /4/16 SNkw"iM iv Wed, atA4 :+ :;ua,r.,.n +...r,..... CITY OF TUKWILA Building Division 6200 Tukwila,tWashingtonul98188 (206) 433 -1849 :ttaw.c.�wV wWl[n4 ?r.cakr +A:l:tt+G: n: �tl:+' !:+� ?�- ^•,t.ttk,i.lt::..raSi:�: INSPECT( ?N RECORD PERMIT # 57,E Date • Type of Inspection 2 �i� f Date Want •d l/ 3 a a.m. Site Address0'► -°�" ��ij �'projec Requestor .7 CafreW Phone # _� — j76// Special Instructions �L. & `fcelEl ,� �iyDT,� aetizt._ at.idec ( 74Q , Inspection Results /Comments: %1 �P�,iO�G�• Inspector frr,'77'l /6ete Date / //? % ?� CITY OF TUKWILA Central Permit System Uontroi Permit No. L/ c///- FINAL APPROVAL FORM -�i TO:. ❑ Building ❑ Planning ❑ Public Works E1 Fire Dept. ❑ Police ❑ Parks /Recreation .. Project Name --i Address c: Type of Permit(s) This project is nearing completion. Please investigate your area of responsibility and indicate below either your final approval or necessary corrections. If no response is received within one week, it will be assumed that the project is of no concern to your department and a certificate of occupancy may be issued. This project is NOT approved by this department; the following corrections are necessary: ( O ; () O . i. ( ) ) ( () ( () Authorized Signature Date This project is approved by this department: Authorized Signature Date CPS Form 3 _A iaba►a-.) a1/41`tab 3 Q. eAph.&:„.<\ L�11.l,V� I # yob.- Wm.( I.t.• II- S-Z4..\ ;xg RECEIVED CITY OF TU (WILA 0 7 1986 BUILDING DEPr.' CITY OF • TU'rtWILA • ► -v.. i IN APPROVED '46V 7. 19q6•_ . 'bigl. ► `G `'` AS NOTED • avto1Nr oivis'nr+ l R•47-% 11 k 5j • ►f• O, Ace-il■s 11- 1.-`c. 1.1$4'(L w / +►T h atf,t, bxsy,A_. d"r RaoF Tb • : okrT fueF 64 ,,7 N,s ...) C. �w a� . qat.w T6 was i--+ l� NID IV4 V gr. •►164.1 (1- L. -��, 02-4, /S. G 4_ ilaXt ly1/4.11 m Vt. toctab ' .G . (,c -b `t/k"0�`�� Stud and Joist bridging Recommended stud lateral bridging Properly attached, normal rigid facing materials on both stud flanges will provide adequate lateral support. However, design loads (wind or axial or both) are often imposed on the framing before facing is attached to both flanges, and bridging is necessary at that time. Installed as recommended, it provides resistance to rotation caused by wind loading, and resistance to both rotation and'minor axis bending caused by axial loading. The number of bridging rows should not be less than specified in the following: A. Walls subjected to wind load only 1, Up to 10'40' height: One row of bridging at mid- height. 2. Over 10'0 height: Bridging rows spaced o.c. maximum. Inryco /Milcor steel framing recommended bridging members for studs • For Weld In Punch-outs For Attachment With Bridge Clips Stud Sits Bridging Member Stud Sits Clip Bridging Member 3W and 4' . 6' thru 8' sitilliklOraft f$1.21/2 x18 2%* 3W and 4' 8' 8' BC- 21/4x16 BC- 341:x16 BC- 54x16 BC•54x16 CRC -3/4x16 CRC-14x16 CRC•114x1e N•2Yax1e The NBBJ Gro 111 South Jackson Street Seattle, Washington 98104 (2061223 -5555 Telex 329473 Burgess -Sea Fax (2061 621-2300 Architecture Interior Design Planning Economics Cost Management Graphic Design Landscape Architecture December 8, 1986 Seattle Fur Exchange Job No. 24056.00 Mr. Duane Griffin, Plans Examiner City of Tukwila Building Division 6200 Southcenter Boulevard Tukwila WA 98188 Dear Duane: R E l r CITY OF L,T )1 01986 BU8J)1Nf DEPT. Per a field conversation between Norm Bray, city building inspector, and Don Carroll of W. Lease Lewis Construction Co. we feel that the proposed one -hour enclosure at the top of the stairs (located at grid line four) is not necessary due to the existence of a concrete wall separating the office area from the grading area. The double doors located in this concrete wall must, however, be modified to provide 20- minute separation as required for openings in a one -hour wall. Sincerely, Michael Miller 122k cc: Mr. Bill Lewis - W. Lease Lewis Mr. Don Carroll - W. Lease Lewis Mr. Brett Carr - American Legends CITY OF TUKWILA APPR0VED DEC 111986 I1S NO1ED OUP DING DIVISION PLANNING DEPARTMENT REVIEW Control #86 -355 Subject: Seattle Fur Exchange 240 Andover Park West The following improvements to the space showing a conversion from warehouse to. more. intense'uses requires additional 39 parking stalls to be added to the site. Buyer's Conference Area 1,400 square feet, occupancy load 81 Parking required - 21 Boxers /Ranchers Display Area 6,500 square feet subtotal - Offices in Conference Area 600 square feet total 7,100 square feet total new office /display areas Parking required - 18 Total number of new stalls required - •,3 City of Tukwila Fire Department Gary VanDusen Mayor Hubert H. Crawley Fire Chief Fire Department Review Control #86 -355 October 30, 1986 Re: Seattle Fur Exchange - 240 Andover Park West Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. A permit is required for maintaining a place of assembly. An application is enclosed. (UFC 4.101) Any room having an occupant load of more than 50 where fixed seats are not installed, and which is used for classroom, assembly or similar purpose, shall have the capacity of the room posted in a conspicuous place on an approved sign near the main exit from the room. (UFC 25.114a) (See Note *) All interior wall covering materials shall be fire- resistive or shall be treated to be fire- resistive, so as to result in a flame- spread rating as required by UFC Appendix VI -C tables 42A and 42B. A certificate of the flame spread rating is required to be delivered to the Tukwila Fire Department. (UBC 4204) 2. Maintain fire extinguisher coverage throughout. Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.6), and shall be installed so that the top of the extinguisher is not more than 5 ft. above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) 3. Exit har are and marking must meet the requirements of Uniform Fit Code Sections 12.104 & 12.114. City of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (206) 575 -4404 4 City of Tukwila Fire Department Gary VanDusen Mayor Hubert H. Crawley Fire Chief Page number 2 Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. (UFC 12.104b) 4. Exits shall be illuminated at any time the building is occupied. An emergency system shall automatically provide exit illumination upon failure of the main power supply. (UFC 12.113a) 5. Panic hardware is required on all assembly area exit doors (UFC 25.106) 6. The areas around the sprinkler riser was cluttered. This area must be kept clear at ALL times. All modifications to sprinkler systems shall have the written approval of the Washington Surveying & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1141 & NFPA 13, 1 -9.1) 7. Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & Industries. *NOTE: Occupant loads for the assembly areas are calculated as per the following: Auction (Room 120) 3504 divided by 15 = 234 Locker (Room 115) 1183 divided by 50 = 24 Buyers Conference (Room 112) 1214 divided by 15 =, Staff Lunch (Room 105) 374 divided by 15 = 25 Buyers Loungs (Room 119) 6500 divided by 15 = 434 Yours truly, arei6 The Tukwila Fir Prevention Bureau City of Tukwila Fire Department, 444 Andover Park East, Tukwila, Washington 98188 (206) 575 -4404 The NBBJ GA :if 111 South Jackson Street °" Architecture Seattle, Washington 98104 Interior Design (206) 223 -5555 Planning Telex 329473 Burgess -Sea Economics Cost Management Graphic Design Landscape Architecture October 30, 1986 Seattle Fur Exchange Job No. 24056.00 Ms. Mora Bradshaw, Planning Department City of Tukwila Building Division 6200 Southcenter Boulevard Tukwila WA 98188 Dear Ms. Bradshaw: In response to the City of Tukwila's parking requirements, we propose the following options in descending order of preference: 1. To restripe the existing on -site parking along Strander Boulevard to provide 72 spaces including 18 compact car spaces. In addition, we propose to remove the loading docks on the east side of the building from use and establish 23 compact car spaces. This would provide a total of 140 spaces on site including those along Andover Park West. 2. To restripe the existing on -site parking along Strander Boulevard to provide 72 spaces including 18 compact car spaces. This would provide a total of 114 spaces on site. The 26 additional required spaces would be located at the Seattle Fur Exchange warehouse at 335 Upland Drive. This warehouse is 66,000 square feet and has 94 stalls. 3. If the first two options are not acceptable, the Seattle Fur Exchange would enter into an agreement with another property that has excess parking to cover the on -site deficit. Thank you for considering these options. Please let me know which you find acceptable as soon as possible. Sincerely, ichael Miller 1251 cc: Mr. Arlan Collins Mr. Brett Carr RECEI'V'ED CITY OF 7UKWILA CC 3i 1986 BUILDING, DEPE' l.l..,. -r. 1 1c:=. j= Z■t-.. Lc ;Y.1"' v L • �,�►. �.�� 6&N) c tam= (Uc PRINTED OCT 8 1986 McMAHAN BAKER FROERER, INC. CONSULTING ENGINEERS 1 *lug, W4LV\' ,, T Evi.vr., A40OLI M 64 WI' DiRecrrioN .. New $011 % t74.15'1 rto0C. -Do R P= -M•4.1 t� w KEw 3,►12 '� L. S" MI NC*X12 To 54 i' i' 'm»' WALL W/ �I) •'hod (roe- Des LL) -r. ws& 4443 w/ 4 Pawl Q 445e tel - 4 w /4s-y Pos-r •4 . Iff o 4.43w/ 4t4 SST ff�- !:14' "1" Itys•MV 1}I 00%141. •ter R. aPi4Cr. w/ 2 c col °. c• ut✓ 4 4L I-40 . Ml t otT w,t* 1 �IGR PI.AhI - EXK71NCr 2;Lei& lc." t LEG 14,641.. "TO .441 *Mt (Kee m..) W/ (3) Zoc1 I44I0 (lita'DKII.t.) s-r- '5Tuo WaL t. NEW STAID 1)4 :# -mg A TC WAIL. 24-13 LCxtIMOL. -re, cK 169'r. 0114P u.� man (i> W4 an (fits. 1 NEW STAIR �oR AN1tCA LEGENDS THE N13P5J GeoUf� IINc.ttwe To E, J'fT ,Tun WALL w/ �I) • ''oJ tree- Del u.) -w Ife.4.0rur) 414.121 w/ 474 2 44423 w /4s-y Post Ik,es . 4sw/ 47 4 j,6• LEA• m-Nr, AA $C," C43 LEG t4.t L -ry I'" Al YP l ,_rl.l ►• I sp,61 v4/ N) 746 N,4I11f " "KILL) 50146"x- '5 Tt,2 WAL, L NEW STAB I� -4x3 NIP'S ce.1 UGC. 4 4 COL. CA .# 444-4 PoS7 DETAIL ; `TOP or 4. 4 Fos-L. NW STAI12 �oK AN1CA(L ■ ' LEG�NC.�S THE NBBJ - G2pUP Iw d'1 'P,aR,oir.c.-'r.,...).• Ta e TA l L. a orr M opt 434 °r,t) ' I e aI I OF TUKWILA Cit: 3 �. 1986 BUILDING Dom; OCT 3 01986 McMAHAN BAKER FROERER, INC. CONSULTING CNGINEERS MCMAHAN BAKER FROERER, INC. SHEET CONSULTING ENGINEERS "'SIG • I 2 JOB NO. .I73 � 81L DATE to -21- geem Y., .70 AJH% 1 /4/2 Rea'o s/a s-rAk4K TKOraD STar t). 2 12 ointiwc2eics, 1-41.4 let4Tri DET4I 1.._- TO f OF, ST Ie I NG e lC TO AN U i N 4 15/4 °Sr*,I a -t1t�s d0 4"T Ck et) ib SST PETA.1 L._ FbO'TT0 M "►TICINCr E IC TO 'L&_- SA4 K1cleoie vv Yz '4 f OI rottirr. dik.kbe> (2).Z,14. s-rKs a '1`{e, 4I Pmp'i 011 N,.1c 2C •2 DETAIL 571(1 NIG E 12 UJV/ ST 4MIC TFiO •F51'+S J '5/4 4-rift4 rc TKO esTAGIC t). UK. a rK►NGsed, — TO P 4 F 1� TO 1-&N U I N Ca /33L4 w ' I2'kp faidgetraL C7i l► y^T '�{oi i.a p,$. '5/4 -s-r 1 M. 3/4` FIN (2).2,12 s-ricsMIc5 l4UC?Cr•ZTF DETtab. IL. 1;t, T TO t 1' O F. STKN NIC, E TO LAN O 2,43 4 *11-4P1.421.1 1- ku °re'rF PRINTED OCT 3 0 1986 McMAHAN BAKER ROERER INC" fNEEn rrW _T,4 112 ,o,t. ANelmetcp6o S TI—M N 13 J GI R4UP McMAHAN BAKER FROERER, INC. $H CONSULTING ENGINEERS . 0Si 2 JOB NO. '24 . l e . - M c . la Bt DATE 10 .VI. vr /J; aG�is (o- aL-tL. a-414... 7's q'T tiv 1 + LoMaa 4Ik3�• C_.v • -�,� a It? -L�Cr ►o -L -24., 1-46- OvibS A.40. SZ...moo ^dyr.�R� ���• h�D�u h�i RECEIVED CITY OF TUKWILA CU 2 9 1986 BUILDING OEVT« laj°61.1112 Ico Q N ` v (Al" /al:W.1w fi I L' • .s z la -3 • ter+ 41T. to•eZL �L .. �• 4%4 a a:›eQ 1 c 0,4 . w.a3.... 11' �. "4/ 7ott,v.s Ab. , . a owl' 4 toQ -rg. /1" er''''..".r 1/ 3111 "E, / I ((,. } of- 11164 ; Fl ,s'-et ■ , 21Q' ,\Ua>,, ►I -S a, )1, 7v = I3 ,►.� -2 e./� tl�- e' er -T4m- kieb -you? ate. SZ...eon, 4442a ,44-L-ZzAbk •1644-+R-'4 141•AbViti) RECEIVED CITY OF TUKWILA II^ + OCT 29 1986 "R`.1-11 BUILDING DEPT. Riapaat...y3a...t v..V0 pheashArrtor... friodyr.-ft Or- Tu Mysir afar'. lo- at - LL. .41sDorit Goeitwil ■■1/4.11%-ti io-az -mac, 1u t az. ILal t 1' 4t:71141 750 Its*. WOW. ahcpat 34" -7fto a-A- A9 , 'a " 4 4ail Nvi • rab 'Per- al.' RECEIVED CITY OF TUKWILA OCT 29 1986 . BUILDING DEEM'. • w s (Ts +ti's> aoa,s `x/ri, ie. L116114., am: =244." / 1L13o Loh 0._, . + c.� -� Vi 1 sa' a .1.t`.IIs. L�av ►�� - a0Q45411' s,5� L.= QC4 Sat..S$ a S4,L_ our, ,s R R.aos - %11. L k(-764.0 aL. "+f=`,l) 46aq = &LI • Lys -fir ►■f,v.0= Lam,. CoSt.c9 (�.1 % a. Sa, I'So-x... l 11-R/c..e.,.. I is rD1 RECEIVED ,E = I •�.Gi� ' 1V( OF TUKWILA OCT 29 1986 BUILDING OEM q,5• 1c.1 lbl.. 6,4., • v■S Cj54111 o1 1 110 i�►..� a LA c.,�,5.� 2% swA(04 I,s -- to 10- o1`-ZGr 1`J = - oALA % & Lher-ap. z RECEIVED CITY OF TUKWILA OCT 29 1986 BUILDING DEll. Q.4. afiG q • - oZC..G 15 S q ova., ac.� _ _ S'g5L 6e1 _ , 3 , (..s 11■3 • aC aaoass 3v-! O. A9- At. ,10.51. 1►v 1= Aye, 4.6 RECEIVED CITY OF 'TUKWIiA OCT 2 9 1986 BUILDING DEPT, • C15+ C.At • G =1I. • (.acsc) a- al F„, • a.4. Le... 75. ■= V+&4 b as_ + 1335 413s.. 4 4C c> Q000 1.3a04 2S", o,►d� l a g45 ICa Imo... "3t=4}-ciTWAt‘4*-- OCT 29 1986 BUILDING DEPT. I7/ 76T' 4 IQ 6 1v 1.41" = Ia-3 %'F 1 4%4 slayba Ic:of. 4 14 to-AL-LCD /'s LIIL-"4"22 7416141°6-. toQ'1"v02. /l$3FA_. "1/O Ft;A cii=z• "ct'Lr,,bIL,14 , w �►.. 002 . --awk.t AL. Dail t-1. 4.-:„" Io- Q.3•LV. --JA/e14: "1/ M.D. itcrieb to. L-24 7.1m. eiRedib .m - ��•�t� ���• t�►t��u rib RECEIVE :0 CITY OF 'TUKWILA OCT 29 1986 d. BUILDING DEPT. 4 4 {j o %O "= q.l�`� s. 10- aa.-t al, k4. AT% a T(t10 = a.3 (11e ac.A. obi.% itD • OBI —1►�., iac.�� C1(.41%1 1..14 t , Q. *TR ... 4)k La. "Ruaritga. L27 ° lr ra•• `tom 411.'4 RECEIVED CITY OF TUKWILA OCT 2 9 1936 BUILDING DEPT, • ' • I a. • SEitazasTot....N l‘ogsglik) to-.2.1 az: •ZIA*41,2-b 1J-- = te=wg. LL. 7s• Pe Insok. *scr, aofacts 141 111S.Vr Clam. -ravb, I • Zid "Mb Trar:V.: 10, Ca .0.t../ I. 4 iv/ • Veit. 11/1111 RECEIVED • CITY OF 'TUKWILA OCT 20 1986 BUILDING OF.PT. • IO. •Z. G. d4, ..l I "z) , lc_ 3101,E C►�� PRINTED OCT 29 1986 MMMAHAN BAKER FROERER, INC. CONSULTING ENGINEERS FOR DATE / ' �j�/y ©�i M L ��� 2 d G c ORTANT ESSAGE) a)0(fa, • TIME 2 OF PHONE AREA CODE NUMBER EXTENSION TELEPHONED PLEASE CALL CAME TO SEE YOU ✓ s WILL CALL AGAIN WANTS TO SEE YOU RUSH ; s . RETURNED YOUR CALL SPECIAL ATTENTION yC 1ue,witioils U SIGNED LITHO IN U.S.A. TOPS 8 FORM 3002P FOR DATE M OF (IMPORTANT-MESSAGE) /C) mEa.:r;• I ,�.�L flidLe� AREA CODE NUMBER PHONE EXTENSION :.TELEPHONED ' 'f'LEABE CALL MESSAGE 1 SIGNED 14 LITHO IN U.B.A. 4 TOPS e FORM 3002P (IMPORTANT MESSAGE) FOR !/ yo%ni> A.M. (ATE/luxe �� IME PM OF PHONE e � 7 AREA CODE NUMBER EXTENSION TELEPHONED i PLEASE CALL ME Tp SEE YOU ' WILL CALL AGAIN . WANTS Td SEE ,YEN ',RUSH RETURNED YOUR CALL ' SPECIAL ATTENTION MESSAGE 02) ooh SIGNED LITI-b IN U. A. TOPB 9 FOAM 3002P l4.l PC CITY OF TUKWILA , 6200 Building Sou Division` BUIf ZING PERMIT APPLIC .TIOi'1 , Q/ •- 6200 Sout,�� enter ;.�ulevard Tukwila, Washington 98188 Control # V 6-3 J (206) 433 -1845 Site Address ,,(,1(1 APR) Suite# Floor# Project Name /Tenant /4,f iG,M/ LEC>•ONOS Fit* 4 —(4f /51,14, e e/ijai ) Valuation of Constructioi*2■6,44,00,OC) Assessors Account# Property Owner Y?Crr,r- Phone .�ij 7 9.7y Address :`>,.f / /r' %< s-- /O �d&r44rf.' ,I //- `TG.,,, L,`1 Zip 10c'c, 7 Applicant Phone Address Zip Architect/Engineer—TT-4E j.J LM „J GrWO iP Ag'CHITgCr3 Phone_:42.1b..sr5 *ti~ss Address / // SGywTH ,,/Ac.- s44eDt1 15 0-05,71-4 Zip ?e /o1» Contractor W. /6;&,5c- _ /(,L; c.S �o.�.,,� License# Phone (?? Address l'05 9'e1 4-' .poet ,% r Zip 2'd /o/ Class of Work: J New [] Addition E Tenant Improvement [] Remodel (residential) E] Reroof [] Demolition fl Interior Demolition D Other Describe work to be done Z7 &f'+1ec17 /Cis/ r4N40 c w 'mu C /t kI aF Ale 44 A"6ee7.71-1 cN 5 7 Acct 0.0v41J \- 6 L' $ 6 Type of Const. (UBC). . /Hl- Occ. Group (UBC),/.2,,,1 g.. Square footage of entire building 1 C,1 1 770 Square footage of tenant space fa) S $ cop Building Use a iweZC 16iL, %.4,64cohrduse, Will there be a change of use? 0 Yes [a_Pic- If yes, describe change of use, including square footages of changed areas Will there be storage or use of flammable, combustible or hazardous materials on the premise or area of construction? Yes 1 If yes, explain I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME To BE TRUE AND CORRECT AND THAT I HAVE THE PROPERTY- INNfR'5"AUTHORIZATION TO DO THIS WORK. 1►ai41.ITS Applicant /Authorized Agent (signature (print name )/ j--01 t`1.4\e.t../ Date /jj -- /#d "bCi Contact Person (please print) rist,L e Phone �Z7l5-5'555 OFFICE USE ONLY FEES: Building Permit Fee (000/322.100) $ J/ 5, DO Receipt# ; # [I Paid e2-4L-8 Plan Check Fee (000/345.830) Receipt# ' to Paid Bldg Code Sur Charge (000/386.904) .50 Receipt# 11, Oate Paid Energy Sur Charge* (000/386.907) Receipt# apraiDate Paid I Other ( ) Receipt# VW Date Paid #►.. *New construction only TOTAL 2.5J (OWES: $ )'� 6 ) SQUARE FOOTAGE /BUILDING USE INFORMATION Square Foota'- .f Entir- N B ildin.• FLOOR USE /Occ Type SQ.FT. • LOAD USE /Occ Type SQ.FT. LOAD, USE /Occ TyDc SO.FT. .00C MAD 1 'L SO.FT. 1 'L OCC. TOTAL TRACKING DEPT. DATE IN DATE OUT COMMENT. BLDG / _. r01/b,l4�� 1 ,` 'pprove• or ssuance �!� ;;t ype o oust. To Mahan: spate Approved: _ C O Z'•' � A� ��,� / dp /Uf2T(6 Approved (Initials) Per letter dated M - - Fire Protection: Sprinklers Approved nitials)�� i Q ■ Detectors BAR []LAND ITSE /SEPA CONDITIONS PLNG r kl)51/ Zoning Set ac s: N S E W Parking stalls required for: Site Tenant Space Parking stalls provided: Site Tenant Space ADDITIONAL PARKING STALLS REQUIRED: PWD ,_ Approved (Initials) Per letter /plans dated Date Change :5 • 51r OrR4 bA R O tOb,i:iGK yr- G0204p -TOIL SEAT co./ c7I5F4 ( P) "'!_711,.. P4 P •R. HOLD mg, (WIAm*1 E'(1 5'i. /-(P.) Fr'L.00iz 1vui.Pr .D pawn -no wit 1 ::rAlR. p•' Mt61 TRW? 7' MAX, Ib1 ,oh X p N 3 00 1,44 .1.%14L: I AL:()/�r�PI RAI +0,2",#.17 .4r E L 1,.+'t i' Q RJ"t il.O 147 E -�. 5/4 HE I:Xiom. Ma"MJ 519 Air PARTIAL To LE-r 1 ROOM/ TELEPHOk!E It) OpTll 4p WO e■,S RCor'i 51 r'i E.) S PT F I x T11 RE Gaul-1T • • Date To Number • 0 G I415 5E% PAb T$TIQ J SGaEDi.JL 12 GA, +IAMGr t tiC Wolk La .V.-00 ©.4.. KUUU ff,c III" b4EANdfy cur rIA U4 IzuihnJr. a .0.00 0.4 . 12 HEAoier C?u'rr YIEN Q G W !� 1ti.orr"E519ci E.w a recd c. CELL I Cyr on-T.-AIL. iooM FINISII ROOM NUMBER NAME too WAIT /GDR 1C0 A PA.,044a too Ial• IQ• oPF / %.uhH loq TR v!'1... EXIT Wc»i 1 I I ix11;ME44 g avisgt 11 '3 _ GI175L'I' 114 orrice (` I i 5 AuYIRs Lla Illo Ii7 GREY 'Tcaii.er . N 10.4 K I'G► i27 Iwo PRA,v I I; PLC E H EADE.R �yP.t�ot•J 5' /b I� Gnu I-Afr1 fH111i1ni111111111 IIIIIIlll1�11111111i /"V+�© 5 �itI1.W PIIO+�IFiI, Ap �e rl,�,.rc„w WRAF' E)(it 7 Go. \ r v- a• 414N WALL 1 / Y P. CWH GE Ptitt 4O IJ. m PO fk'Tifi.R.45 GP 40 5 r 12 (' EJCirrriwci (AU A L. , T-r G'►RAco fr w Gl AlJCVlON at e, 15,F. E.x I ST• C,. rt. ;Poo& 1 I t k I S T . P+ -to1.l ti. Aelinsiat ADO I4$001 hl C. -- . IJIi•J W c.. J� J Iw.4V/. y� 1 120 L.IG.TIOw 55 + 5.F. ExiyrIi4G• GC•I.p Jiol 22 b bF 20 MrIJ {J/ G 6.06 !R® PAIixr IZ ►DII.J * F640001. I L AJ 'ro MAT6.N EX '1", 1N QLAI.ITYQfRAG1114ILP 0 4 C+IR S I14 Ca FrL.O0R 2.2 1 °S. F, 27 I -110.I 0 ?A.I 1' MAif. F.1 .*e riev 0:0 111 MIN. RuNI, RILL oGATG0 00011.1 • SCI / E0 I- Hp. wh rRA.JcrlalJl 1111111111-- �o In \ ,acs FU LA. r4ILIC,oil" 41 011 �•Y e'-Ri ..J ati1Jci / s .A61 4.51"1 g• F e 129 •- RE U 56 CX r5T 11.0'' raooF;, MX 15T. LI.Vr.L.11JCx Lek E. X I VT. TRIJGK OCyG -K. r• ■ 15426r SCHEDULE FLOOR BASE TYPICAL WALL OTHER WAIL CEILING REMARKS REV MAT / FIN id AT/ FIN MAT. • FIN MAT / FIN ,.. FIN HT R. Gtr Rua. dr Ex1ter !INT &KIs"I'. Re' 11 II 11 " H r 11 II ,, 11 ,1, 11 11 ,4 :H awilt T a )CIter Exits . EX it? . GAR,P. RUI 4 _exear PMT. Ex15r_ IN/ uuJ wow'. Ex Kit Pater P$J1 • - taxiedr. rut ,$ .I I ,• .li . II .r HARP gob 4' GWS Pw1' PIJT A4 7. lo'-O" a)(I r exisT GwPr g.11 xl *'r n) C c:A�iP, „ Rub 4" ii aW13 PR1' Ac.T d.0" 00b7 is Or i•Jd PIT IBC.? lac c of us II G►W it, ft . AA.1 8'.O I.W 1x1 Glt. =44•T, &wits P .. Guib riir ail., '' Ro pwirE cvrE G.'r. -"purr Kwwerwrlod Rub 4' awe P 4 Psi? . AGr1 12 =0`_ ` 4. (AAP C•►RP tub 4 IEXiter PiJT OWN. P1,17 ACM ExisT TER axis"? !~AVI' Mole .. ... lEX 14 T • & _ 4 CARP mut. 4 mon.. eat - EXertMIr EC MT NT .. . Ix lit Exile' EA r*iT Peer . 4 is , „II 0 II if . . I. 11 11 11 it .. Q11.Is 'NT' 1fxIe1'.. h1A I T :. exlot IIM►iui eon . fifrWi$ p'Or' LXI'., Kt l'�'r.. , 2,VIST . of i*T. .. 1... 1+ . CDFLOC>R PLAN 5C.A1-E. 1/Kos = I'-a" DCJC) R K E'Y xt,'.e5d IRC-H pA war c:rRace O2- co'' )( Co'• i3 DiRGI'( PAsh+T C3rttADE• O P. 6.IIZ 3' -vex !o� t p1RGH FA t14.1. cat RADE. WOop JAMS' Ii g'11-01. I� v R T' 4•I IG ErA ME L. C elpk STvPO - Wa9t) ;MP 1144448, *NH AS { try FkI Vt. •octR S RL*MAIIJ WOOP P6012. 7 fi ..,A2 -411"; I e, 4-14 es• X 10'.0" ate/a bHIAD Rvl. IM DOoR (TtYP,) LA1,641ZEL i4OU5E. I47 3ba 6.fr. I2. 8 4 TURNS MIN. W/ IN 11/2" (TYP) fiHO ROSS "T' (VERIFY) CEIL,44G' 51.1'51BEL# IOW NOTE 450 MAX. (TYP) MAN RUNNER (VERIFY) 1. 4-12 GA. GALV. 9DrT ANNEALED MILD S"T"EEL WIRES, SECURE TO MAIN RUNNERS W/ IN 2" OF CROSS 'T' AND SPLAYED 90° FROM EACH OTHER AT MAX. ARNE HORIZONTAL. 4'-0" MAX. RESPECTIVELY nrisil EACH WALL. WIRES SHOULD E :TAUNT W/O CAUSING CEO* 1`O " LFT. 2. SUSPENSION WIRE: 12 GA. GALV, SrJFT - ANNEALED MR D STEEL WIRE SECURED 10 MAIN RUB WIN 2" OF CROSS T AID SFACED 40'' 0.0 MAX. • A �r► 16 GA. x8" RTASSEINDICA1 P Ric UbS. Ei.xlbr. gt'•o" 0008 TYP METAL STUDS. )IS't' L.AA17. D V G K ---, '411 '111111 SECURE W/ 34'B , SHIT. METAL S ~REWS AT EACH STUD. AFa..'T'.,1T I 5 .a K!!vJt et v'tE. M L�C'TEIJ D G W b M;1J " AeCv>E Gel 16161 wr$R It 1:00 N &o TS 16717.14 (.1%,a RI ACIDslit Art�o�E •� ----M The NBI3J Group Architecture, Interior Design, Planning, Economics, Cost Management, Graphic Design, Landscape Architecture 111 South Jackson Street, Seattle, Washington 98104 "yp Number *$, of Revtiorz r112-5. � al- ARC7,4 41 TREAT 2 w 4 RutJkiER 'TRA.cIic 3/4" P • 4 C . G M P � I I O IJ 11..1 Cs SLR PIIUJ. H. .. 5/8il T"tPE 'x'&We, C?. 114 R WALLS .5/8II W © ,ser I4c i+J R.ATFD k.,ALL6 P 4-rr 11 .1 L- S.-r s t 4 +MRJR 14071 LP ot.l FLA14 RECEIVED (o" 2& YGft► C, "a- L a tQQcc, •'J.5 GA STUN. c W"1.,LS 1411-04.1.4 Op Lk r. GO 11• u GTU R.!! , r- •� ---� -- RU 1.1 1,l/ powcers. "Wirt VATM? rfAerg4.11.206 Siemer 140149 C) "TYPICAL Miti i'1°'11'1a k 1 ' ' % Ito O A Sheet rift Stale Sheet Number Agas3 d rowaeu ey. Desired a i4Act .,•;44 . CM 0111.1t111 !11111111 11(1111!1 ItI II,II 111111111 111111111 ItIlii111 9 111111111 111,11111 mrb it 11trlll11 .11nhllt,IIIIIII l