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Home My WebLink AboutAddenda - BID - 5929 CSU TRANSIT CENTERADDENDUM No. 3 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid: 5929 City of Fort Collins and Colorado State University Transit Center OPENING DATE: 3:00 P.M. (Our Clock) August 23, 2005 To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made. CHANGE: • Forms #715 and 718 will be turned in prior to 4:00 p.m. on the day after the bids are opened. • Revised bid form (attached) F.- • Coover-Clark Addendum pages 1-9 Questions regarding this project should be directed to John D. Stephen, CPPO, and CPPB, Senior Buyer (970) 221-6777. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. 215 Ntwih Nil, son Street a 2" " Floor • P-0. liox 58i) • Fort Coffins. CO 80-522-080 • (9?i?) 221-677,5 • F:lx (970) 221-G?Il" www.fc>;ov.com TECHNICAL SPECIFICATION CITY OF FORT COLLINS & COLORADO STATE UNIVERSITY DIVISION 8-DOORS, WINDOWS & GLASS TRANSIT CENTER SECTION 08300 - SMOKE DOOR COOVER-CLARK & ASSOCIATES. P.C. A. Maintenance and Testing: 1. Perform minimum semi-annual maintenance and testing on. each smoke containment system as required by the manufacturer's warranty, code agency evaluation reports, and as required by local authority having jurisdiction. 2. Retain permanent record of tests. B. Future Painting: Paint auxiliary rails in accordance with Operation and Maintenance Manual. C. Required Replacement: Smoke containment screen requires replacement following exposure to temperatures exceeding 200 degrees F (93 degrees C). PART 2 - PRODUCTS 2.01 MANUFACTURER A. Smoke Guard 11420 Executive Drive Boise, Idaho 83713 2.02 PERFORMANCE REQUIREMENTS Tel: (800) 574-03.30 Fax: (208)376-1600 E-mail: info(a)smokeguard.com Website: hLp://www.smokeguard.com/ A. Air Leakage: Not to exceed 3 cfm (0.001416 m3/s) per sf of door opening at 0.1 in (2.5 Pa) water pressure differential at ambient temperature and 400 degrees F (204 degrees C) tested per IBC 2000 714.2.3 or per 1997 UBC Vol. 3, Standard 7-2, Part 11. 2.03 COMPONENTS A. Curtain: 1. Film: Minimum 1 mil (0.025 mm) thick transparent polyimide film reinforced with minimum 100 denier Nomex yarn at .25 in (6.3.5 mm) each way. 2. Magnetic Strips: Flexible multi -pole strips attached to longitudinal edges of film with low modulus silicone adhesive. B. Housing: 20 gauge, powder coated, cold rolled steel container with dust cover and door with concealed hinges. Housings are 55 inches or 64 inches in length, plus 1-1/2 inches for a junction box on the left side.. C. Mandatory Auxiliary Rails: 1. Material: 16 gauge ASTM A 240/240M, Type 430, ferritic stainless steel. 2. Size: 2 in (51 mm) wide, 1" (25 mm) deep, as shown in Shop Drawings. D. Rewind Motor: NFPA 70, 90v DC. E. Release Mechanism: Comply with UL Standard No. 864. F. Screen Rewind Switch: Included switch to rewind curtain into housing. G. Label each smoke containment system with following information: 1. Manufacturer's name. 08300-3 TECHNICAL SPECIFICATION CITY OF FORT COLLINS & COLORADO STATE UNIVERSIIY DIVISION 8 - DOORS, WINDOWS & GLASS TRANSIT CENTER SECTION 08300 - SMOKE DOOR COOVER-CLARK & ASSOCIATES. P.C. 2. Maximum leakage rating at specified pressure and temperature conditions. Label of quality control agency. PART 3 - EXECUTION 3.01 EXAMINATION A. Examine substrates upon which work will be installed. 1. Verify related work performed under other sections is complete and in accordance with Shop Drawings. 2. Verify wall surfaces and elevator door frames are acceptable for installation of smoke containment system components. Coordinate with responsible entity to perform corrective work on unsatisfactory substrates. C. Commencement of work by installer is acceptance of substrate. 3.02 INSTALLATION A. Install smoke containment system components in accordance with manufacturer's installation instructions. 3.03 FIELD QUALITY CONTROL A. Field Test: Follow manufacturer's cycle test procedures. 1. Notify Owner's Representative, local Fire Marshal, alarm sub -contractor and Thyssen Krupp minimum one week in advance of scheduled testing. 2. Complete maintenance service record. 3.04 CLEANING A. Reference Section 0 1 740—C leaning. 3.05 DEMONSTRATION Demonstrate required testing and maintenance procedures to Owner's Representative, END OF SECTION 08300 08300-4 ENGINEERING, INC. L-d-fi p ff-Yh Zgyg ,,mq Marc E. Espinosa David B. Robinson, P.E. Richard D. Matthies, P.E. Addendum No. 2 August 17, 2005 City of Fort Collins & Colorado State University Transit Center Phase U BCER Project No. 29604002 This Addendum forms a part of the Contract Documents and modifies the original Bidding Documents dated June 24, 2005, as noted below. Acknowledge receipt of this Addendum in the space provided on the Bid Form. Failure to do so may subject Bidder to disqualification. This Addendum consists of 1 page(s). CHANGES TO SPECIFICATIONS None CHANGES TO DRAWINGS 1. See attached sketch MX-1. END OF ADDENDUM C:\DOCUME-1\PHAEDRAL\LOCALS-,I\TEMPWDDENDUM #2 081705.DOC 5420 WARD ROAD, SUITE 200, ARVADA, COLORADO 80002-1838 • TELEPHONE: 303-422-7400 • FAx: 303-422-7900 E82 S8S 4M 8 :3 d zz 4 R V $ p a s s - a a a s V Q m . - i r T a a a a s a a gh u u F3.3 W ' �� 1 u 1 1- +gyp vT� ya Qp g I z 9 LL H Fa- U z z O — OLU N O = N N N J d S O O 0 cr mw n w z z w O W Z O o Q Z O Z Z o of N Q w J Q O Q o LLJ = W O } > U = rn U ln W m Li J m W 0 Z z 3 w o0 o a v= zo z 2 g� w �o z < 8 RESPONSE TO RFI 02 AND 09 DOCUMENT PREPARATION INFORMATION CSU Transit Center Phase II Todd Krell 8-17-05 04116 /RESPONSE: RFI-D2: 1. (Ref: Spec. 02619, 2.01 B.3) "1 W aggregate not available in this market" 2. (Ref: Spec. 02619 3.03 B) "Does the 0.45 W/C apply to the 3500 PSI foundation mix?" Responses to RFI-02: 1. Use local aggregates not complying with ASTM 33 but which have been shown by special test or actual service to produce concrete of adequate strength and durability. Such aggregate may be used if acceptable to the architect. 2. Omit "3500 psi for foundations" from Specification 02619, Part 3, Section 3.03 B. Reference Specification 03310, Part 2, Section 2.06 "Schedule of Concrete mixes " for foundation concrete. RFI-09: 1. (Ref. Construction drawings, sheet C8.0, Detail 5) "Please clarify that all joints for the site work are saw cuts." Response to RFI-09: 1. Refer to detail 5, sheet C8.0 for concrete jointing information. Not all joints are saw cuts. Construction, expansion and contraction joints shall be constructed as shown on the aforementioned detail. An "S" flag designator denotes a sawcut and a "SC" designator denotes a construction joint. Page 1 of 1 k \] /\4»� , - _ j! 0 0§ _ \ \k }}/ } \/ \k / ' * m =EK | - \ (\ '2 ;2[ : §/ �\\ § ; (# \ K % §\- K \ _ \0/ \ \ k §| ) ) k LLJ\ ) § ®® ( | | §§§ § wT )2 // 1 » / (/ 9 ( § ( § § 2 O,x J w ®0 22 | * !| }2{ &! \ ,/ § § w _ / $} \; /$\ \ \` \ \ / } k k$( /> \\ § )) / \ )\ 2 m}a\ - ► vvvvv :: E / !, ■ §ri /\ a n t �� § ! /\ D'D °_ | ■ ; ®� 7 /\ 2 Mimi a ) 0 § 0 } 0 0 � 2 ), )§ cw \!§ W W W � =, M s W W M " M M M . _. _. ADDENDUM No. 2 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid: 5929 City of Fort Collins and Colorado State University Transit Center OPENING DATE: 3:00 P.M. (Our Clock) August 23, 2005 To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made. CHANGE: Bid Opening: 3:00 P.M. (Our Clock) August 23, 2005 CHANGE: DAVIS BACON WAGES RATES FRINGES Drywall Framing/Hanging and Metal Stud Work $15.16HR $ 2.33 Drywall Finisher/Taper $14.42HR $ .62 Painters (Brush, Roller & Spray $11.29HR $ 3.11 ADD: Coover-Clark Associates forty-five (45) pages of changes attached Questions regarding this project should be directed to John D. Stephen, CPPB, CPPO, Senior Buyer (970) 221-6777. RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. 215 North 4I€ 4mc `? keO ° 2"" Flom • Ko. BBus 80 -I ort OdIins, (0 80522-0580 ® f9'I3) 22I-6 75 * I� i.r (9TO) 22I _f)''O7 www.fC *ov".con, 0 Coover-Clark & Associates, P.C. Architects . Planners .t Landscape A Interiors ADDENDUM #2 (3 pages, BCER addendum & 5 UL design details w/ specs ) CITY OF FORT COLLINS & COLORADO STATE UNIVERSITY TRANSIT CENTER BID NO. 5929 August 8, 200.5 GENERAL: 1. Refer to Section 00300 Bid Form for Unit Pricing 2. Contractor's employees shall not park in the engineering parking lot Contractor's employees are allowed to park in the Moby parking lot if they purchase a student parking permit at a cost of $13 00 per month or $85.00 per year. Contractor can park on adjacent City streets without parking permits 3, Contractor' shall provide a safe hard surfaced walking path to the temporary stairs. Contractor is responsible to maintain path and stars during their use including snow removal. 4. The existing small square ceiling tile located on the Plaza Level in corridor N 127 was not tested for asbestos. The ceiling tile was checked on the Upper Floor corridor and results are posted in Appendix A, Walsh Environmental Inspection Report. 5 Asbestos Contractor will remove ceramic tile where mastic is shown in the appendix report to be an ACM This contractor will also only remove the asbestos insulation on the pipe, but not the pipe itself. 6. Budget Clarification. This is a multiphase project, of'which this is the final phase. The budget for this phase is approximately $4 M with alternates. 7 City of'Fort Collins standard is to have bids held for 45 days. 8 Existing Fue Alarm System is a Notifrer 2020 and can be viewed on site. 9 Wall legend shows new 8" CMU wall, but no new wall exists in drawings. 10. All art pricing is to be included in the base bid 11. It is required that CDOT forms 714, 71.5 and 718 will be turned in with bids. 12. Please provide all unit prices for add and deduct numbers even if they are different. 13. Contractor' carries builders risk for this project. SPECIFICATIONS- 1 Change Cover page Replace "E-Mail: webmail@coover-clark.coin" to read: "jaylamicq@coover-clark com" 2. Clarification Section 00300 Bid Form 8. C - #9 Provide Unit prices for EACH type of carpet, 4 total 3 Change Section 00300, Bid Form 8. C. - 414 Replace "SF" to read: "LF". 4. Change Section 00520, Agreement Article 3, .3.1. Replace "320 Calendar days" to read: "270 calendar days" 5 Change Section 01230, Alternates 1.03. B. 2 - Remove "..Use stone in lieu of stucco, and plaza level new addition pending acceptable 455 Sherman Street, Suite 205 1 Denver, Colorado 802031 Phone: (303) 783-0040 .t Fax; (303) 78.3-006/I page 1 match." 6. Change Section 01230, Alternates L03. C. 2. - Replace "Detail #13" to read: "Detail#12". 7. Change Section 01230, Alternates 1,03. B. 4.. - Replace "and" to read: 8. Change Section 02870. Site furnishings 2.01 A. 1-6. —No site furniture will be bid under this contract 9. Clarification Section 5120, LEED Structural steel 104 B, - Use AISC Manual of Steel Construction, O' Edition for all Frame Beam connections and provide shop drawings. 10. Clarification Section 5400, Cold formed metal framing 1.04 B. — Provide Manufacturers specifications and details for anything not already detailed or specified in the structural drawings. 11 Add Section 08330, LEED Security Grilles 1.04 — Approved substitution: AlumatekPacifrc Side folding Grilles 12, Change Section 08411, Aluminum Framed Entrances and Storefronts, Clarification: list of approved manufacturers is not an alternate bid. 13. Add Section 08700, Finish Hardware Approved substitute: Hager hinges, stops, holders & thresholds. 14. Remove Section 09900, LEED Paint, 1.05. C. 4. 15, Delete Section 10400, Identifying devices, 1.01. A. 5. Metal chrome signs 16. Add Section 10500, Lockers . Approved substitute: Hadrian lockers/Emperor Approved substitute: ASI Storage Solutions 17, Add Section 10160, Toilet partitions Approved substitute: Hadrian Metal toilet partitions 18. Add Section 12490, Motorized and manual roller shades Approved alternate, Skyco Shading Systems only if all warranties can be matched with spec, LANDSCAPE DRAWINGS: I Sheet L-1.0: a. Clarification: Fence surrounding construction area to be 6' chain link fence. b. Detail 2, Add 2 lines to list frmding sources c. All sidewalks are 4" unless noted otherwise on civil ARCHITECTURAL DRAWINGS: 1. Sheet A0.2 Add Note; Demo Concrete and stone wall and 2 concrete benches at top of temporary stair. 2. SheetALl Clarification of Fire Ratings a. I hour stud wall: UL design No. U465 b. 2 hour spray applied coating @ all enclosed steel: UL Design No D759 c. 3 hour intumescent coating for all columns: UL Design No X650 d. 2 hour intumescent coating for all exposed steel: UL Design No. X649 e. 1-1/2 hour intumescent coating for all exposed steel at roof: UL Design No. N614 3 Sheet A1.2 a. Add Note: Provide and install new permanent stone cap and railing from engineering building to new stair to match new stair cap and railing after temporary stair is removed b All walls on plaza level will have rubber base, excluding stone columns which have a granite base. 4 Sheet A3.2 Detail 5: There are 9 specialty fixtures in this project. 5 Sheet A4.1 a. Change windows: `y" and "z" to 4'-0" fit, with NO intermittent horizontal mullion, head lit 8'-6" AFF Plaza Provide reveal at 13'-6" above lower level floor where previous bottom mullion was located b. Section 2 Signs "CAM'S LOBBY SHOP" and 'BAGEL PLACE 2" are 6" brushed alum letters,. 6 Sheet A5.1 a. Detail 1. Replace dhnension"4'-0 '/d' " to read: G° 4'-6" ", text "B O WINDOW 116-0" to read: 455 Sherman Street, Suite 205 [ Denver, Colorado 80203 t Phone (303) 783-0040,iFaa (303) 783-0060 page 2 "B.O. WINDOW 116-6", dimension " 4'-6 1/4" " to read: " 4'4" ", text "TO WINDOW 120-6 3/4" to read: "T.O. WINDOW 120-6", dimension " 2'-11 '/4" " to read: 113'-0'/:" ". b. Detail 4. Replace dimension " 3'-6" " to read: " 4'-6" ", text "WINDOW SILL 115-6" to read: "WINDOW SILL 116-611, dimension " 5'-0'/4 "' to read: " 4'-0" ", text "WIN HEAD 120-6 3/4" to read: "WIN HEAD 120-611. c. Detail 5. Replace "314" SANDSTONE a LOBBY" to read: "'/d" PRECAST @ LOBBY". 7. Sheet A5.4 a. Detail 6 Referto Detail 4, Sheet A5 t for precast lintel and sill details and location. b. Detail 2.2" granite has chamfered edge on top only 8 Sheet A6.1 Note window types "N2", "N3", "P", "S", "T", "W", "Y", and "Z" shall be 4.5 -min fire rated non-wied glass & frames. Provide fine rated safety glass @ areas shown as tempered per windows elevations. 9. Sheet AT I a. Elevation 3. "TRANSIT" sign are 8" metal cut letters and are the same letters as shown in detail 1. b. Elevation 1. "INFO" and "BATHROOMS" are 6" brushed aluminum cut letters. 10. Sheet A7.2 a, 6" brushed aluminurn letters shown in details 14 and 15. b. Detail 3. Replace"P-LAM COUNTER" to read: "CORIAN "MAUI" SOLID SURFACE COUNTER". 11. Sheet A8.1 Detail f5. Replace "SANDSTONE SILL, TYP." to read: "BREAK METAL SILL, TYP.". CIVIL DRAWINGS: 1 Sheet C1.1 ' Clarification: This sheet is for reference only 2_ Sheet C2.0 Two elec lines and an irrigation line by generator will stay. Protect during construction. STRUCTURAL DRAWINGS: 3. Sheet S2.2 Clarification: The (2) W 18 X 35 beams coming together along the left side of the new stain opening at grid line 33N and K are framing in to concrete wall at this point. No sequence of operation is needed END OF ADDENDUM #2 455 Sherman Street, Suite 205 A Denver, Colorado 80203 1 Phone. (30.3) 783-00401 Fax (303) 7,53-0060 page 3 SECTION 00300' BID FORM PROJECT:5929 City of Fort Collins and Colorado State University Transit Center Place Date 1. In compliance with your Invitation to Bid dated , and subject to all conditions thereof, the undersigned a (Corporation, Limited Liability Company, Partnership, Joint Venture, or Sole Proprietor)** authorized to do business in the State of Colorado hereby proposes to furnish and do everything required by the Contract Documents to which this refers for the construction of all items listed on the following Bid Schedule or Bid Schedules. 2.. The undersigned Bidder does hereby declare and stipulate that this proposal is made in good faith, without collusion or connection with any other person or persons Bidding for the same Work, and that it is made in pursuance of and subject to all the terms and conditions of the Invitation to Bid and Instructions to Bidders, the Agreement, the detailed Specifications, and the Drawings pertaining to the Work to be done, all of which have been examined by the undersigned. 3. Accompanying this Bid is a certified or cashier's check or standard Bid bond in the sum of ($ ) in accordance with the Invitation To Bid and Instructions to Bidders. 4. The undersigned Bidder agrees to execute the Agreement and a Performance Bond and a Payment Bond for the amount of the total of this Bid within fifteen (15) calendar days from the date when the written notice of the award of the contract is delivered to him at the address given on this Bid. The name and address of the corporate surety with which the Bidder proposes to furnish the specified performance and payment bonds is as follows• 5. All the various phases of work enumerated in the Contract Documents with their individual jobs and overhead, whether specifically mentioned, included by implication or appurtenant thereto, are to be performed by the CONTRACTOR under one of the items listed in the Bid Schedule, irrespective of whether it is named in said list. 6. Payment for Work performed will be in accordance with the Bid Schedule or Bid Schedules subject to changes as provided in the Contract Documents. 7. The undersigned Bidder hereby acknowledges receipt of Addenda No. __through bt ENGINEERING, INC. L-d.r. 4, ff-VLEWg .-iq Marc E. Espinosa David B. Robinson, P.E. Richard D. Matthias, P.E. Addendum No. 2 August 12, 2005 City of Fort Collins & Colorado State University Transit Center Phase 11 BCER Project No. 29604002 This Addendum forms a part of the Contract Documents and modifies the original Bidding Documents dated June 24, 2005, as noted below. Acknowledge receipt of this Addendum in the space provided on the Bid Form. Failure to do so may subject Bidder to disqualification. This Addendum consists of 1 page(s). CHANGES TO SPECIFICATIONS 1,. Section 15043, Paragraph 2.1.B.1: G.E. is acceptable to bid. 2. Section 15241, Paragraph 2.1.A..1: Amber Booth is unacceptable to bid. 3. Section 15755, Paragraph 2.1.A.2: Armstrong is acceptable to bid. 4. Section 15830, Paragraph 2.1.A.2: Temtrol is acceptable to bid. 5. Section 15851, Paragraph 2.1.A.1: Cook is acceptable to bid. 6. Section 15851, Paragraph 2.1.A.2: Cook is acceptable to bid. 7. Section 15851, Paragraph 2.1.A.3: Cook is acceptable to bid. 8. Section 15851, Paragraph 2.1.A.3: Greenheck is acceptable to bid. 9. Section 1585.5, Paragraph 2.1.A.1: McQuay is acceptable to bid. CHANGES TO DRAWINGS None. END OF ADDENDUM I:\2003 iOBS\0320 - PC CSU TRANSIT PHASE R\BIDDING\ADDENDUM 42-BCER 081105.DOC 5420 WARD ROAD, SUITE 200, ARVADA, COLORADO 80002-1838 • TELEPHONE: 303-422-7400 • FAX: 303-422-7900 BXUV.IJ465 - Fire Resistance Ratings - ANSI/UL 263 Page 1 of 5 QUltdelwrlters L)Labomtorles Inc.;, BXUV.U465 Fire Resistance Ratings - ANSI/UL 263 Page Bottom Print -friendly version Questio_ns? Fire Resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings -_ANSI/UL 263 Design No. U465 December 21, 2004 Nonbearing Wall Rating —1 HR. 1. Floor and Ceiling Runners — (not shown) — Channel shaped runners, 3-5/8 in. wide (min), 1-1/4 in. legs, formed from min No. 2.5 MSG galv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. 2. Steel Studs — Channel shaped, 3-5/8 in. wide (min), 1-1/4 in. legs, 3/8 in. folded back returns, formed from min No. 25 MSG galv steel spaced 24 in. OC max. 3. Batts and Blankets* — (Optional) — Mineral wool or glass fiber batts partially or completely filling stud cavity. See Batts and Blankets (BZJZ) category for names of Classified companies. 3A. Fiber, Sprayed* — As an alternate to Batts and Blankets (item 3) — Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the http://database.ul.com/egi-biniXYV/template/LISEXT/1 FRAME/showpage.html?name=B... 8/12/2005 BXUV.U465 - Fire Resistance Ratings - ANSI/UL 263 Page 2 of 5 product. Nominal dry density of 3.0 lb/ft3. Alternate application method: The fiber is applied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry density of 2.51b/ft3. U S GREENFIBER L L C — Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material) 3B. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) and Item 3A - Spray applied cellulose insulation material. The fiber is applied with water to interior surfaces in accordance with the application instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. NU -WOOL CO INC — Cellulose Insulation 4. Gypsum -Board* — .5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented vertically and staggered on opposite'sides of the assembly. When attached to item 6 (resilient channels) or 6A (furring channels), wallboard is screw attached to furring channels with 1 in. long, Type S steel screws spaced 12 in. OC. AMERICAN GYPSUM CO — Types AG-C, AGX-1, AGX-7. BEIJING NEW BUILDING MATERIALS CO LTD — Type DBX-1. BPB AMERICA INC — Types 1, EGRG, ProRoc Type X, ProRoc Type C. BPB CANADA INC — ProRoc Type C, ProRoc Type X or ProRoc Type Abuse - Resistant. CANADIAN GYPSUM COMPANY — Types AR, C, IP-AR, IP-X1, IP-X2, IPC- AR, SCX, SHX, WRC or WRX. G-P GYPSUM CORP, SUB OF GEORGIA-PACIFIC CORP — Types 5, 9, C, DAP, DD, DA, DGG, DS, GPFS6. LAFARGE NORTH AMERICA INC -- Types LGFC2, LGFC2A, LGFC6, LGFC6A, LGFC-C, LGFC-C/A. http://database.ul.com/egi-bin/XYV/template/LISEXI"/1 FRAME/showpage.html?name=B... 8/12/2005 BXUV.U46.5 - Fire Resistance Ratings - ANSI/UL 26.3 Page 3 of 5 NATIONAL GYPSUM CO — Types FSK, FSK-C, FSK-G, FSW-C, FSW-G, FSW, FSW-3 , FSW-5. PABCO GYPSUM, DIV OF PACIFIC COAST BUILDING PRODUCTS INC — Type PG-C or PG-9 . PANEL REY S A — Type PRX. SIAM GYPSUM INDUSTRY (SARABURI) CO LTD —Type EX -I . STANDARD GYPSUM L L C — Type SG-C. TEMPLE -INLAND FOREST PRODUCTS CORP = Type TG-C. UNITED STATES GYPSUM CO — Type AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX. USG MEXICO S A DE C V — Type AR, C, IP-AR, IP-XI, IP-X2, IPC-AR, SCX, SHX, WRC or WRX. 4A. Gypsum Board* — (As alternate to Item 4) - Nom 5/8 in. thick gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed. Panels attached to steel studs and floor runner with 1 in. long Type S steel screws spaced 8 in. OC when applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. CANADIAN GYPSUM COMPANY — Types AR, C, IP-AR, IP-Xl, IP-X2, IPC- AR, SCX, SHX, WRC or WRX. UNITED STATES GYPSUM CO — T ype AR, C, FRX-G, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX. USG MEXICO S A DE C V — Type AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRC or WRX. http:l/database.ul.com/egi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=B... 8/12/2005 BXUV.U465 - Fire Resistance Ratings - ANSI/UL 263 Page 4 of 5 4B. Gypsum Board* — (As an alternate to Items 4 or 4A) — Nom 3/4 in. thick, 4 ft wide, installed as described in Item 4A with screw length increased to 1-1/4 in. CANADIAN GYPSUM COMPANY — Types AR, IP-AR. UNITED STATES GYPSUM CO — Types AR, IP-AR. USG MEXICO S A DE C V — Types AR, IP-AR. 5. Joint Tape and Compound — Vinyl, dry or premixed joint compound, applied in two coats to joints and screw heads; paper tape, 2 in. wide, embedded in first layer of compound over all joints. As an alternate, nominal 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. 6. Resilient Channel — (Optional -Not Shown) — 25 MSG galv steel resilient channels spaced vertically max 24 in. OC, flange portion attached to each intersecting stud with 1/2 in. long type S-12 panhead steel screws. 6A. Steel Framing Members (Not Shown)* — As an alternate to Item 3, furring channels and resilient sound isolation clip as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self -tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. b. Steel Framing Members* — Used to attach furring channels (Item a) to studs (Item 1). Clips spaced 48 in. OC., and secured to studs with 1-5/8 in. wafer or hex head Type S steel screw through the center grommet. Furring channels are friction fitted into clips. PAC INTERNATIONAL INC — Type RSIC-1. *Bearing the UL Classification Mark Page ToV Last Updated on 2004-12-21 Notice of Disclaimer Questions? http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=B... 8/12/2005 BXUV.U465 - Fire Resistance Ratings - ANSI/UL 263 Page 5 of 5 UL Listed and Classified UL Recognized Products Certified for Products Coomponen s Canada This page and all contents are Copyright © 2005 by Underwriters Laboratories Inc.® The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2, The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material,. In addition, the reprinted material must include a copyright notice in the following format: "Copyright © 2005 Underwriters Laboratories Inc.®" http://database.ul.coTn/cgi-bin/XYV/template/LISEXT'/1 FRAME/showpage.html?name=B... 8/12/2005 BXUV.X650 - Fire Resistance Ratings - ANSIM, 26.3 Page 1 of 3 Pb ai�arrs Ns Inc. BXUVA650 Fire Resistance Ratings - ANSI/UL 263 Pag_eBottom Print -friendly version Qufsti Be, ' Fire Resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings - ANSI/UL 263 Design No. X650 July 14, 2004 Ratings-1,1-1/2, 2 and 3 Hr. (See Item 2) http://database.ul.com/cgi-binIXYV/template/LISEXT/ 1 FRAME/showpage.html'?name=B... 8/12/2005 BXUV.X650 - Fire Resistance Ratings - ANSI/UL 263 Page 2 of 3 1. Steel Column - Steel tube (ST) or steel pipe (SP) with the minimum sizes shown in the table below. Columns shall be free of dirt, loose scale and oil. Columns shall be primed with a phenolic modified alkyd resin primer. 2. Mastic and Intumescent Coatings* - Coating spray, brush or trowel applied directly from containers to desired thickness. See table below for appropriate final dry thickness and applicable rating. FOR STEEL PIPE Steel Size A/P Hp/A 1 Hr 1.5 Hr 2 Hr in. mm in. mm in. mm SP 4.5 x 0.313 0.29 1.35 0.117 2.99 - - - SP 8 x 0.875 1 0.791 49 0.097 2.46 0.097 2.46 0.120 3.05 SP 8.625 x 0.5 0.47 85 0.097 2.461 0.1381 3.50 0.202 5.14 FOR SQUARE AND RECTANGULAR STEEL TUBE Steel Size A/P Hp/A 1 Hr 1.5 Hr 2 Hr 3 Hr in. mm in. mm in. mm in. mm ST3.5x3.5x3/16 0.18 224 0.197 5.00 - - - - - - ST5x3x1/4 0.23 169 0.124 3.16 1 - - - - - ST5x3x5/16 0.29 135 0.106 2.70 0.218 5.54 0.353 8.96 - - ST8x6x3/8 0.35 114 0.097 2.47 0.173 4.40 0.280 7.12 - ST8x6x7/16 0.41 100 0.097 2.47 0.151 3.84 0.244 6.21 - - ST8x8xl/2 0.47 85 0.097 2.47 0.132 3.36 0.164 4.17 0327 8.31 ISOLATEK INTERNATIONAL - Type SprayFilm-WB 3, Investigated for Interior General Purpose . Type SprayFilm-WB 4, Investigated for Interior General Purpose. Type SprayFilm-WB 4, Investigated for Exterior Use with top coat as described in Item 3. 3. Top Coat - Type SprayFilm - TOPSEAL required for Exterior Use, applied at a minimum dry thickness of 14 mils (0.34 mm) over the intumescent material. See Classification information in the Mastic Coating (CDWZ) category, Isolatek International, for mixing requirements. Investigated for Interior General Purpose. *Bearing the UL Classification Mark http://database.ul.comlcgi-binIXY V/templatelLISEXTI1 FFAMElshowpage.html?name=B... 8/ 12/2005 BXUV.X650 - Fire Resistance Ratings - ANSUUL 263 1 Page 3 of 3 Page. Top UL Listed and _Classified Products Notice of Disclaimer UL Recognized Components Last Updated on 2004-07-14 Questions? Products Certified for Canada This page and all contents are Copyright © 2005 by Underwriters Laboratories Inc.® The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings).. 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material In addition, the reprinted material must include a copyright notice in the following format: "Copyright © 2005 Underwriters Laboratories Inc.®" http://database.ul. comlcgi-binIXYVItemplatelLISEXT/1 FRAMElsbowpage.html?name=B... 8/12/2005 BXUV.N614 - Fire Resistance Ratings - ANSFUL 263 Page 1 of 3 9Underwriters 1LLabterabries inc" BXUV.N614 Fire Resistance Ratings - ANSI/UL 263 Page Bottom Print-friendlyversion ue ti ns? IMMOMM Fire Resistance Ratings - ANSUUL 263 See General Information for Fire Resistance Ratings - ANSI/UL 263 Design No. N614 December 11, 2003 Restrained Beam Ratings-2 and 3 Hr. (See Item 7) Unrestrained Beam Ratings-1-1/2 and 2 Hr. (See Item 7) http://database.ul.com/egi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=B... 8/12/2005 u CONTRACTOR IIY: ADDRESS: 3. BID SCHEDULE: A. BASE STD (LUMP SUM)$ BASE BID IN WORDS Dollars B. ALTERNATES $ I. t:xterior stair canopy: ADD #o base bid $ 2. Skylights at entry vestibule: Use Stone n lieu of stucco and plaza lovel new addition pending acceptable match: ADD to base bid .._3. Provide roll down grilles @ plaza & lower level: ADD to base bid •'a --', Use Stone in lieu of St.uL1CO3 and p aza lzps::1 new 7Cjdition pendi.nq acceptable match: ADD to base hid $ — _i. Interior electrical iixture upgrade: ADD to base bid S� 6. Extend rlevaLor Io uppor floors and provide all uppr:r ievc,l renovation as noted: ADD to base, t?id $ T. Electric door openers at handicapped restroom Lower Level as rioted: ADD to base bid $ R.. Fire Main upgrade, pending flow te-t t:<:yport., as noted: ADD to base bid BXUV.N614 - Fire Resistance Ratings - ANSI/UL 263 Page 2 of 3 1. Steel Beam — W8x28 min size. Beams shall be free of dirt, loose scale and oil. Beams shall be primed with a phenolic modified alkyd resin primer at a nominal thickness of 1 mil. 2. Normal Weight Concrete — SCompressive strength 3500 psi. Either carbonate or siliceous aggregate may be used. Unit weight 146 lbs/cu ft. Min concrete thickness, as measured from top plane of steel floor and form units is 2-1/2 in. 3. Sheer Connector — (Optional) Studs, 3/4 in. diam headed type or equivalent per AISC specifications welded to the top flange of beam through the steel floor units. 4. Welded Wire Fabric — 6x6-10/10 SWG S. Steel Floor or Form Units — 1-1/2, 2 or 3 in. deep fluted units, welded to beam. 6. Mineral Wool Insulation — (not shown) - Min 4 pef mineral wool insulation cut into pieces and firmly packed into, and completely filling the spaces between the flutes of the steel floor and form units and the top flange of the beam. The optional or mandatory use of the mineral wool insulation is described in Item 7. 7. Mastic and Intumescent Coatings* — Coating spray or brush applied in accordance with the manufacturer's instructions at the min dry thickness as shown in the table below. The thickness shown below includes the 1 mil of primer. When http://database.ul.comlcgi-binIXYV/templatelLI SEXTI1 FRAMElshowpage.html?name=B... 8/12/200.5 BXUV.N614 - Fire Resistance Ratings - ANSI/UL 263 Page 3 of 3 mineral wool (Item 6) is used, the top surface of the beam need not be protected with the coating. When mineral wool (Item 6) is not used, the top surface of the top flange must be protected with the coating material at the same min dry thickness at a min distance of 1 in. (25 mm) inward from the flanl?e tip on both sides of the beam. Minimum Dry Thickness Mineral Wool Insulation (Item 6) Unrestrained Beam Rating, Hr, Restrained Beam Rating, Hr. mils mm 103 2.62 Optional 1-1/2 2 179 4.55 Required 2 j 2 341 8.67 Optional 2 3 ISOLATEK INTERNATIONAL — Type SprayFilm-WB 3, Investigated for Interior General Purpose. Type SprayFilm-WB 4, Investigated for Interior General Purpose. Type SprayFilm-WB' 4, Investigated for Exterior Use with top coat as described in Item 8. S. Top Coat — Type SprayFilm - TOPSEAL required for Exterior Use, applied at a minimum dry thickness of 14 mils (0.34 mm) over the intumescent material. See Classification information in the Mastic Coating (CDWZ) category, Isolatek International, for mixing requirements. *Bearing the UL Classification Mark Last Updated on 2003-12-11 Page To Notice of Disclaimer Questions? UL Listed and Classified UL Recognized Products Certified for Products Components Canada This page and all contents are Copyright © 2005 by Underwriters Laboratories Inc.® The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service Only those products beating the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in thew entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2, The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright © 2005 Underwriters Laboratories Ina.9" http://database.ul.com/cgi-binIXYV/template/f,ISEXT/I FRAME/showpage.html?name=B... 8/ 12/2005 BXUV.X649 - Fire Resistance Ratings - ANSI/UL 263 Page 1 of 7 L�ltd@I'1Allrl�f8 I.eb000des Inc., BXUV.X649 Fire Resistance Ratings - ANSI/UL 263 Page Bottom Print -friendly version Questions? Fire Resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings - ANSUUL 263 Design No. X649 May 18, 2005 Ratings-1, 1-1/2, 2, 3 and 4 Hr. (See Item 2) 2 1. Steel Column — Wide flange steel columns with the minimum sizes shown in the tables below. Columns shall be free of dirt, loose scale and oil. Columns shall be primed with a phenolic modified alkyd resin primer. http://database.uLcom/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=B... 8/12/2005 BXUV.X649 - Fire Resistance Ratings - ANSI/UL 263 Page 2 of 7 2. Mastic and Intumescent Coatings* - Coating spray, brush or trowel applied directly from containers to desired thickness. See tables below for appropriate final uY LIJA MIwO aiiu a utUavic iaLui . 1-1/2 Hr 1 Hr Min Min 2 Hr Min 3 Hr Min 4 Hr Min Steel Thickness, Thickness, Thickness, Thickness, Thickness, Size W/D In. In.+ In.+ In.++ In. W8 x 0.33 0.142 NR NR NR NR 10 W12 0.36 0.130 NR NR NR NR x14 W 12 0.41 0.114 NR NR NR NR x16 W6 x 0.44 0.107 0.213 0.338 NR NR 12 W8 x 0.48 0.098 0.195 0.310 NR NR 15 W10 0.52 0,090 0.180 0.286 NR NR x 22 W4 x 0.55 0.085 0.170 0.270 NR NR 13 W8 x 0.59 0.075 0.130 0.213 NR NR 24 W 14 0.63 0.074 0.130 0.213 NR NR x 34 W8 x 0.68 0.069 0.130 0.213 NR NR 28 W8 x 0,74 0.063 0.126 0.201 NR NR 35 W10 0.78 0.060 0.120 0.190 NR NR x 39 W10 0.84 0.056 0.111 0.177 0.364 NR x 49 W10 0.89 0.053 0.105 0.167 0.344 NR x 45 W16 0.95 0.049 0.098 0.156 0.322 NR x 57 W8 x 1.00 0.047 0.094 0.149 0.306 NR 48 http://database.ul.comlcgi-binIXYV/templatelLISEXTI1 FRAMElshowpage.html?name=B... 8/12/2005 BXUV.X649 - Fire Resistance Ratings - ANSI/UL 263 Page 3 of 7 W14 1 1.07 0.044 0.087 0.139 0.286 NR x 90 W10 1.14 0.041 0.082 0.130 0.268 NR x 68 1 W18 1 1.21 0.040 0.077 0.123 0,253 NR x 97 W10 1.28 0.038 0.073 0.116 0.239 NR x 77 W16 1.36 0.036 0.069 0.109 0.225 NR x 100 W10 1.45 0.0.34 0.065 0.102 0.211 NR x 88 W14 1.54 0.032 0.061 0.096 0.199 NR x 132 W12 1.64 0.030 0.057 0.091 0.187 i NR x 120 W14 1.77 0.028 0.0.56 0.085 0.187 NR x 159 W14 1.95 0.025 0.051 0.077 0.178 NR x 176 W14 2.12 0.02.3 0.047 0.071 0.164 NR x 193 W14 2.30 0.023 0.043 0.066 0.151 NR x 211 W14 2.52 0.023 0.040 0.060 0.138 NR x 233 W14 2.75 0,023 0.036 0.055 0.126 NR x 257 W14 3.00 0.023 0.033 0.050 0.116 0.194 x 28.3 NR = No Rating +As an alternate to the above table, the required thickness of coating (in inches) to be applied to all surfaces of wide flange steel columns, in the W/D range of 0.44 to 1.64 and for 1-1/2 and 2 hour rating periods only, may be determined from the following equation: It = R-39 http://database.ul.com/egi-bin/XYV/template/LISEXT/I FRANM/showpage.html?name=B... 8/12/200.5 BXUV.X649 - Fire Resistance Ratings - ANSI/tJL 263 Page 4 of 7 545 (W/D) Where h = Thickness of coating in the range of 0.057 to 0.338 in., R = Fire resistance period in minutes, for 90 or 120 minutes only, W = Weight of steel column in pounds per linear foot, D = Heated perimeter of steel column section in inches. ++As an alternate to the above table, the required thickness of coating (in inches) to be applied to all surfaces of wide flange steel columns, in the W/D range of 0.84 to 1.64 and for 3 hour rating period only, may be determined from the following equation: h = R-75.7 340.7 (W/D) Where h = Thickness of coating in the range of 0.187 to 0.364 in., R = Fire -resistance period in minutes, for 180 minutes only, W = Weight of steel column in pounds per linear foot, D = Heated perimeter of steel column section in inches. As an alternate to the above, the following table listing metric units may be used. 1-1/2 Hr 1 Hr Min Min 2 Hr Min 3 Hr Min 4 Hr Min Steel Thickness, Thickness, Thickness, Thickness, Thickness, Size M/D Hp/A mm mm+ mm+ mm++ mm W8 19.1 412 3.61 NR NR NR NR x10 W12 21.2 371 3.31 NR NR NR NR x14 W12 24.0 327 2.91 NR NR NR NR x16 W6 25.9 .303 2.71 5.40 8.58 NR NR x12 W8 28.1 280 2.48 4.95 7.86 NR NR x15 WIO 30.4 258 2.29 4.57 7.26 NR NR x 22 W4 32.4 242 2.17 4.32 6.86 NR NR x 1.3 W8 .34.6 227 1.91 .3.30 5.42 NR NR x 24 W14 37.1 213 1.89 3.30 5.42 NR NR http://database.ul.com/egi-bin/XYV/template/LISEXT/1FRAME/showpage html'?name=B... 8/12/2005 BXUV.X649 - Fire Resistance Ratings - ANSI/UL 263 Page 5 of 7 x 34 W8 1 40.0 197 1.7.5 3.30 5.42 NR NR x 28 W8 43.6 181 1.61 3.21 5.10 NR NR x 35 W10 45.4 172 1.53 3.05 4.84 NR NR x 39 W10 49.1 159 1.42 2.83 4.49 9.25 NR x 49 W 10 51.9 151 1.34 2.67 4.24 8.73 NR x 4.5 W16 55.9 141 1.26 2.50 3.97 8.18 NR x 57 } W8 58.6 1.34 1.19 2.38 3.77 7.77 NR x 48 W 14 62.6 125 1.11 2.22 .3.5.3 7.26 NR x 90 W10 66.9 118 1.05 2.08 3.31 6.82 NR x 68 1 W 18 71.0 111 1.02 1.96 3.12 6.42 NR x 97 W 10 75.2 105 0.97 1.96 2.95 6.07 NR x 77 W 16 79.4 99 0.91 1.75 2.77 5.71 NR x 100 W10 84.9 92 0.85 1.64 2.60 5.36 NR x 88 W14 90.0 87 0.80 1.54 2.45 5.0.5 NR x 1.32 W12 96.2 82 0.75 1.45 2.30 4.74 NR x 120 W 14 103.9 76 0.70 1.43 2.16 4.74 NR x 159 W14 69 0.63 1.30 1.96 4.52 NR 1114.41 x http://database.ul. com/egi-bin/XY V/templatell,1 SF,XT/1 FRAME/showpage.html?name=B... 8/12/2005 BXUV.X649 - Fire Resistance Ratings - ANSIML 263 Page 6 of 7 176 W14 63 0.59 1.19 1.81 4.16 NR x 1124.4 193 W14 58 0.59 1.10 1.66 3.83 NR x 1135.0 211 W14 147.9 5.3 0.59 1.00 1.52 3.50 NR x 233 W14 161.4 49 0.59 0.92 1.39 3.21 NR x 257 W14 176.0 45 0.59 0.84 1.28 2.94 4.92 x 283 NR = No Rating +As an alternate to the above table, the required thickness of coating (in mm) to be applied to all surfaces of wide flange steel columns, in the M/D range of 25.9 to 96.: and for 1-1/2 and 2,hour rating periods only, may be determined from the following equation: h = R-36.8 0.374 (M/D) Where h = Thickness of coating in the range of 1.45 to 8.58 mm, R = Fire resistance period in minutes, for 90 or 120 minutes only, M = Weight of steel column in kilograms per linear meter, D = Heated perimeter of steel column section in meters ++As an alternate to the above table, the required thickness of coating (in mm) to be applied to all surfaces of wide flange steel columns, in the M/D range of 49.1 to 96.2 and for 3 hour rating period only, may be determined from the following equation: h = R-76.5 0.226 (M/D) Where h = Thickness of coating in the range of 4.74 to 9.25 mm, R = Fire resistance period in minutes, for 180 minutes only, M = Weight of steel column in kilograms per linear meter, D = Heated perimeter of steel column section in meters. ISOLATEK INTERNATIONAL - Type SprayFilm-WB 3, Investigated for http://database.ul.com/egi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=B... 8/12/2005 BXUV.X649 - Fire Resistance Ratings - ANSI/UL 263 Page 7 of 7 Interior General Purpose. Type SprayFilm-WB 4, Investigated for Interior General Purpose. Type SprayFilm-WB 4, Investigated for Exterior 1Jse with top coat as described in Item 3. 3. Top Coat — Type SprayFilm - TOPSEAL required for Exterior Use, applied at a minimum dry thickness of 14 mils (0.34 mm) over the intumescent -material. See Classification information in the Mastic Coating (CDWZ) category, Isolatek International, for mixing requirements. *Bearing the UL Classification Mark Page Top UL Listed and Classified Products Notice of Disclaimer UL Recognized Components Last Updated on 2005-05-18 Questions? Products Certified for Canada This page and all contents are Copyright © 2005 by Underwriters Laboratories Inc.® The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide information, Designs and/or Listings (files) must be presented in their°entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2, The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright © 2005 Underwriters Laboratories Inc V http://database.ul.com/egi-bin[XYV/template/LISEXT/1 FRAME/showpage.html?name=B... 9/12/2005 BXUV:D759 - Fire Resistance Ratings - ANSI/UL 263 Page 1 of 14 UlIdOMMUS taberAerles itm e BXUV.D759 Fire Resistance Ratings - ANSI/UL 263 Page Bottom Print -friendly version Questions? Fire Resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings - ANSI/UL 263 Design No. D759 March 31, 2005 Restrained Assembly Rating—1,1-1/2, 2 and 3 Hr. (See Items 2, 7, 9, 9A and 12). Unrestrained Assembly Rating—1,1-1/2, 2 and 3'Hr. (See Items 2, 7, 9, 9A and 12). Unrestrained Beam Rating —1, 1-1/2, 2, 3 Hr.(See Item 7). 1 —2- 2- 2 17�p v r ;FIN � d 7 1. Steel Beam, — W8x28 steel beam min size. IA. Steel Joist, — (Not Shown) Composite or noncomposite welded or bolted to end supports. May be uncoated or provided with a shop coat of paint. Designed per S.J.I. hrtn-//rlatahace nl r,nm/coi-hin/XYV/temnlate/I,ISFXT/1 FRAME/showna2e.html?name=B... 8/11/2005 C . UNIT PRICES 1. $ ADD `Trash/Ash Receptacle: $ ADD or DEDUCT, uric trash/ash Leceptacle pot specifications, . ........ .-DEDUCT install complete, 2. Flagstone veneer per specifications: -ADD ADD or DEDUCT, one square toot of 4" t1ag.stone veneer -.-,"DEDUCT per spocitications, inst-tilled complete. 3. $ ADD Thin veneer flagstone veneer (approved match}: ADD or DEDUCT, uric square.foot of thin veneer flagstone, . . ... .... -DEDUCT veneer (approved match), i nsta I Led complete. Fliectrical outlets: $__DF,DUCT ADD or DEDUCT, on electrical outlet per spec. complete. 5. $ ADD Data oUtlet.s: $____DFDUCT ADD or DEDUCT, one data outlet per spec. complete. 6. $ ADD ADD or., DEDUCT, one bF of upper and Lower cabinet p, lam $-DEDUCT faillmoxk spec, complete 7. $ ADD ADD or DEDUCT per sf of interior wall delijolit-lon $ DEDUCT 8. $ ADD ADD or DEDUCT per sf of r-aw gyp. bd- SLu(9,3 ir)Leri<3L wall $ DEDUCT 9, $ ADD Ai)[) or DWUCT Per sf of, ii.terior Painting $_ DEDUCT J.O.$ __ ADD ADD or DEDUCT eac-h Lypical 6" X G" room sign ADD #t ADD or DEDUCT per of i:,irpet, 'vypes 1, 2, 3, and 4. $ DEDUCT #1 $ ADD #2 $ DEDUCT 42 $ ADD 43 $ DEDUCT 03 $ ADD #1 DEDUCT 44 l2.$_ADD ADD or DEDUCT per F;f cir,mdc tilc 211 X 2" irtst-ailed pri,>,'. $----,,DEDUCT 13.$ ADD ADD or DEDUCT each 2ft X -,ft terrazzo (.ille $ DEDUCT 14.$____ADD ADD or DEDUC.71' pel, squai(z, Yard r;Qrlcrcto paving BXUV.D759 - Fire Resistance Ratings - ANSI/UL 263 Page 2 of 14 specifications for a max design stress of 30,000 psi. Top chords shall consist of two angles measuring 1-1/2 by 1-1/2 by 0.156 in. thick. Bottom chord shall consist of two round bars measuring 0.675 in. in diam. or two angles measuring 1 by 1 by 0.12.5 in. thick. The second web member at each end shall consist of a 0.654 in. diam round bar. All remaining web members, including the end web members, shall consist of 0.774 in. diam round bars. Bridging per S.J.I. specifications is required when noncomposite joists are used. 2. Steel Floor And Form Units*—1-1/2, 2 or 3 in. deep galv units. Min gauges are 22 MSG for the fluted and 20/20 MSG for the cellular units. The units may be blended alternating one cellular unit to one or more fluted units. ASC STEEL DECK, DIV OF ASC PROFILES INC — 24, 30 or 36 in. wide Type B-30; 24 or .36 in. wide Types 2W, 2WF, 3 W, 3WF; 24 or 30 in. wide Types ASC2, ASC3. 3 CONSOLIDATEb SYSTEMS INC — 24 in. wide Type CFD-1.5, CFD-2 or--3; 24 or 36 in. wide Mack-Loc 2 or 3 fluted units; 12 in. wide Mac -Way 2-63.3 MTWA or 3-633 MTWA. Adjacent fluted and cellular units welded or screwed together 30 in. O.C. along side joints. Screws shall be 3/4 in. long, No. 14 self -tapping and self - drilling steel screws. DECK WEST INC — 36 in. wide Type 2-DW, .3-DW, B-DW or BA-DW fluted units. EPIC METALS CORP — 24 in. wide Types EC150, EC366; .36 in. wide Type EC266 fluted units; 24 in. wide Types EPC2, EPC.3, ECP150, ECP366, .30 in. wide Type ECB 150; 36 in. wide Type ECP266 cellular units. JIA DER CONSTRUCTION MATERIAL CO LTD — 24 or 36 in. wide Mac-Lok 3; 24 in. wide CFD-3. GENS METALS INC — 24 or 36 in. wide Types LF2, LF3. H H ROBERTSON — 24 in. wide Type QL-3, and 24 or .36 in. wide Types 2"-QL- 99 and 3" -QL-99 fluted units; 24 in. wide Types QL-NKX, QL-UKX, QL-GKXH and QL-TKX, and 24 or .36 in. wide Types QL-AKX, QL-AKD, QL-WKD, and QL- WKX cellular units. NEW MILLENNIUM BUILDING SYSTEMS L L C — Type 1.5CD or 2.00D. httn•//dHtabase.ul com/eei-bin/XYV/template/LISEXT/1FRAME/showpage.html?name=B... 8/11/2005 BX-UV.D759 - Fire Resistance Ratings - ANSI/UL 263 Page 3 of 14 MORIN CORP — 24, 30 or 36 in. wide, Type LXR-B; 24 or 36 in. wide Type LXR- 3W; 36 in. wide Type LXR-2W. UNITED STEEL DECK INC — 24 in. wide Types LF15 and NL, 30 or 36 in. wide Type BL, 24 or 36 in. wide Types LF2 and LF3 fluted units; 24 in. wide Types AWC2, AWC3 and NLC, 24, 30 or 36 in. wide Type BLC, and 24 or 36 in. wide Types LFC2 or LFC3 cellular units. VERCO MFG CO — 24,30 or 36 in. wide Types PLB, B, BR; 24 or 36 in. wide Types PLW2, W2, PLW3, W3; 24 in. wide Types PLN, N . Units may be phos/ptd. VULCRAFT, DIV OF NUCOR CORP — 36 in. wide Types 1.5 VL, 1.5 VLI and 24 or .36 in. wide Types 2 VLI, 3 VLI fluted units; 36 in. wide Type 1.5VLP, and 24 or 36 in. wide Types 2 VLP, 3 VLP cellular units. Types 1.5VL, 1.5VLI, 2VLI, 3VLI units may be phos/ptd. WALKER SYSTEMS INC — 24 in. wide Types WDR2, WDR3. WHEELING-PITTSBURGH STEEL CORP, DIV OF WHEELING CORRUGATING CO — 24 in. wide Types SB 200, SB .300; 30 in. wide Types SB 150, SB 150N; 36 in. wide Types SB 1316LF, SB P21LF, SB P31LF fluted units; 24 in. wide Type P34LF; 24 or 36 in. wide Types P20LF, P31LF fluted units; .36 in. wide Type 1.5 SB; 24 or 36 in wide Types 2.0 SB, 3.0 SB. Units may be phos/ptd. 30 in. wide 1-1/2 in. V-Grip, .36 in. wide Type 212V-Grip; 24 in. wide Type 312V-Grip fluted units; 24 in. wide Types 212VW.3-Wireway, 312VW3- Wireway Cellular units. Spacing of welds attaching units to supports shall be 12 in. OC max unless specified otherwise, adjacent units button -punched or welded together at side joints and unless specified otherwise for specific unit types, spacing of all side joint fastening systems shall not exceed 36 in. OC. 3. Joint Cover — (Not Shown) — Burlap tape applied with a bituminous adhesive. 4. Shear Connector Studs — Optional — (Not Shown) — Studs, 3/4 in. diam, by .3 in. -long for 1-1/2 in. deep form units to 5-1/4 in. deep for 3 in. units, headed type or equivalent per AISC specifications. Welded to top beam flange through steel form units. 5. Welded Wire Fabric — 6x6-W 1.4xW 1.4. When using steel joists, the min welded wire fabric should be 6x6-W2.9xW2.9. 6, Normal Weight Or Lightweight Concrete — Normal weight concrete: carbonate htr„ /! htahase „Lcnm/coi-bin/XVV/temnlate/LISFXT/1FRAME/shownao-e.html?name=B... 8/11/2005 BXUV.D759 - Fire Resistance Ratings - ANSIML 263 Page 4 of 14 or siliceous aggregate, 150 plus or minus 3 pcf unit weight, 3000 psi compressive strength, vibrated. Lightweight aggregate concrete: expanded shale, clay or slate aggregate by rotary -kiln method, 112 plus or minus 3 pcf unit weight, 3000 psi compressive strength, vibrated, 4 to 7 percent entrained air. 7. Spray -Applied Fire Resistive Materials" — Applied by mixing with water and spraying in one or more coats to the thicknesses shown below, to steel surfaces which are clean and free of dirt, loose scale and oil. Use of Type PC Pre -coat is required on all cellular units when Types 300, 300ES, 30ON or SB are used. The Type PC Pre - coat shall be applied to cover approximately 70 percent of the flat plate surface. Thickness of the Type PC Pre -coat is included in the total thickness of the protection material. Min average and min individual density of 17.5 and 16 pcf, respectively for Types 300, HOES, .30ON and S13. Min average and min individual density of 22 and 19 pcf, respectively for Type 400. For method of density determination, see Design Information Section. Snraved Material. Restrained Assembly Rating, Hr Unrestrained Assembly Rating, Hr Unrestrained Beam Rating, Hr Min Thkns Spray Applied Resistive Mtl (in.) Deck Fluted Deck Cellular Beam (a) Beam (b) Joist 1+ 1+ 1 3/8 3/8 5116 5/16 9/16++ 1-1/2+ 1-1/2+ 1-1/2 3/8 3/8 5/8 1/2 1 2+ 1+ 1 3/8 3/8 5/16 5116 1-3/8 2+ 1-1/2+ 1-1/2 3/8 3/8 5/8 1/2 1-3/8 2+ 1-1/2+ 2 3/8 3/8 13/16 11/16 1-3/8 2+ 2+ 2+ 3/8 .3/8 1.3/16 11/16 1-3/8 3+ 1-1/2+ 1-1/2 13/16 .5/8 .5/8 1/2 2-1/4 3+ 2+ 2+ 13/16 5/8 13/16 11116 2-1/4 3+ 3+ 3+ 1.3/16 .3/4 1- S/16 1- 1/16 2-1/4 (a) - Thickness applies when beam supports cellular or blended units. (b) - Thickness applies when beam supports fluted units only. + — When trench headers (Item 9 or 9A) are used, the maximum Restrained and Unrestrained Assembly Rating is 1-1/2 h; when electrical inserts (Item 12) are used, the maximum Restrained and Unrestrained Assembly Rating is 2 h. ++ — When bottom chords consist of 1 by 1 by 0.125 in. thick steel angles, the thickness of spray -applied fire resistive material shall be increased by 1/4 in. on the bottom chord only. httn://database,ul.com/cei-binAYV/temnlate/LISEXT/I FRAME/showpaae.html?name=B... 8/11/2005 Page 5 of 14 BXUV.D759 - Fire Resistance Ratings - ANSI/UL 263 Additional thicknesses are required: when trench headers and electrical inserts are used. Refer to Items 9, 9A and 12 for required thicknesses. When Mineral and Fiber Boards (Item 13) is used over the concrete floor (without the use of penetrations), the following thicknesses are to be used: Min Thkns Spray Applied Fire Resistive MtI In. Restrained Unrestrained Unrestrained Assembly Assembly Beam Steel Deck Rating Hr Rating Hr Rating Hr Fluted Cellular Beam 2 2 1-1/2 1/2 7/16 15116 3 3 1 1-1/2 15116 7/8 1-1/2 CIL GROUP LTD — Type 300. ISOLATEK INTERNATIONAL'— Type 300, Type 300ES, Type .300N, Type 400 or Type SB and Type PC. 8. Metal Lath — (Optional) (Not Shown) — 3/8 in. diamond mesh, expanded steel weighing 1.7 lb per sq yd, secured to one side of joist using No. 16 SWG steel tie wire located at the midheight of every other web. 8A. Glass Fiber Mesh — (Not Shown) — As an alternate to metal lath (Item 8), min 3/32 in. square mesh, coated fiberglass scrim fabric, weighing a min of 1.9 oz/sq yd, shall be attached to one side of each joist web member. The method of attachment must be sufficient to hold the mesh and fire protection material during application and curing of the material. An acceptable method of attaching the mesh is by embedding the mesh in min 1/4 in. long beads of hot melted glue. The beads of glue shall be spaced max 12 in. OC along the top chord of the joists. Another method of attachment is by the use of 1-114 in. long 1/2 in. wide hairpin clips formed from 0.064 in. diam steel wire, alternating from top to bottom of the joist web member. 9. Trench Header — (Bearing the UL Listing Mark) — (Not Shown — Optional) — Constructed of steel and provided with metal edge screeds. When the trench header is located near a support, the load carrying capacity of the span may be based on the allowable moment or shear stress of the floor units at the edge of the trench header away from the support or on the allowable composite moment or shear capacity of the slab at the center of the span, whichever governs. As an alternate in spans employing min 20/18 MSG cellular floor units and/or min 20 MSG fluted floor units, trench headers (Bearing the UL Listing Mark) without the bottom pan may be used. The allowable superimposed load for spans with a bottomless trench header shall be based on noncomposite design. The bottomless trench header, with a max width of 36 in., consists of two cell closers which conform to the contour of the floor units, placed along the sides of the desired trench header location and welded to the floor units. The side rails, consisting of extruded „1 f r)m/coi_hin/XYV/temnlate/LISF,XT/1FRAME/show-page.html?name=B... 8/11/2005 BXUV D759 - Fire Resistance Ratings - ANSI/UL 263 Page 6 of 14 aluminum screeds secured to galv steel channels (min 18 MSG), are positioned over the cell closers, aligned, and secured to the cell closers and floor units. A separate U- shaped galv steel channel (min 18 MSG), serving as the power compartment, is welded or riveted to the floor units. Steel cover plates, 1/4 in. thick, shall be secured to the side rails. In bottomless trench headers wider than 18 in., each side joint of the steel floor units shall be welded with a 1 in. long weld near the trench header centerline. For QG-GKX-24 or -30 cellular floor units only, a separate KED-PTS (UL Listed) power transition sleeve is secured to power compartment with one rivet or screw. The use of trench header requires additional protection underneath the trench header; Spray -Applied Fire Resistive Materials thickness shall be increased as shown on the following table: Restrained & Unrestrained Min Thkns of Spray Applied Fire Resistive Mtl Min Thkns of Spray Applied Fire Resistive Assembly In. & on Valley & Mtl on Metal Rating Hr on Crests Flat Plate * Lath** 1 and 1-1/2 1-3/4 1-5/8 — 2 — — 1'-3/4 3 — — 2-1/4 *Steel studs with discs (Item 10) must be applied to flat plates of cellular units. * * Spray -Applied Fire Resistive Materials applied to metal lath (Item 11). Thickness measured to bottom plane of metal lath and to extend a min of 4 in. beyond the trench areas. 9A. Trench Header — With an intermittent bottom (as an alternate to Item 9) when Walker's Type WDR cellular units are used -(Bearing The UL Listing Mark) -The allowable superimposed load for spans with an intermittent bottom trench header shall be based on noncomposite design. The intermittent bottom trench header, with a maximum width of 36 in., consists of horizontal closure plates, (min No. 16 MSG) with 4 threaded studs pre -welded on the top side of each plate near its corners. The plates are to be placed over the fluted areas of the floor units and affixed to the floor units by welds at each corner. Concrete is to be vibrated into the voids formed by the plates and the fluted areas of the units beneath the trench header. The upper side rail is extruded aluminum attached to the lower steel side rail clip with an adjusting screw. The lower side rail positioned over the edge of the horizontal closure plates snapped -on the pre -welded threaded studs on top of the plates. Spray -Applied Fire Resistive Materials thickness shall be increased to 1-3/4 in. in crests and 1-5/8 in. on valleys and flat plates for the 1 and 1-1/2 h ratings. Steel studs with discs (Item l 0) must be applied to flat plates of cellular units. 10. Steel Studs With Discs — (Not Shown) — For use on cellular steel floor and form units under the trench headers. The stud consists of No. 12 SWG galvanized .] ^,,.»i,.,.;_l,in/uwi+N, nlarpff T.4FXT/1FRAMF/shownaee.html?name=B... 8/11/2005 BXUV:D759 - Fire Resistance Ratings - ANSI/UL 263 Page 7 of 14 steel wire, 1-1/4 in. long with one end welded to 1-1/2 in. diam, No. 28 MSG galvanized steel disc. The total number of studs shall average at least one stud per 250 sq in. The ends of the studs opposite the discs shall be welded to the cellular units in rows parallel with the trench header.The distance between the outer rows of the studs and the edge of the trench header shall not exceed 8-1/2 in. The spacing between the rows shall not exceed 9-1/2 in. The spacing between studs in each row shall not exceed 12 in. 11. Metal Lath — (Not shown) — For use on fluted and cellular steel floor and form units under the trench -headers and/or on cellular units when Type 400 is used — .3/8 in. diamond, expanded steel weighing .3.4 lb per sq yd, secured to the underside of the trench -header. The width of the lath shall extend a min of 1-1/2 in. on either side of the trench -header. The lath is to be placed with the ribs upward and secured with 5-12 by 3/8 in. long panhead, self -drilling, self -tapping steel screws spaced max 12 in. O.C. Steel screws to be fitted with 1/2 in. diam steel washers. 12. Electrical Inserts — (Not Shown) — Preset and after set electrical inserts Classified as Outlet Boxes and Fittings Classified for Fire Resistance*. Unless specified otherwise for a particular preset electrical insert type, the spacing of the preset electrical inserts shall be not less than 24 in. O.C. along cellular steel floor units with not more than one preset electrical insert in each 8 sq ft of floor area. The required thickness of spray -applied resistive material on the steel floor units with inserts shall cover the entire length and width of the units between supports and shall extend beyond the edge of inserts onto adjacent floor units for a min horizontal width of 12 in. In floor spans (between supports) containing electrical inserts, the entire floor span (fluted and cellular steel floor units) must be sprayed with a min of 1/2 in. thickness of spray -applied resistive materials. EPIC METALS CORP — Installed per accompanying installation instructions over factory -punched holes in EPC2 or EPC3 floor units. Inserts are used in the pre -active, active, or abandoned condition. Required spray -applied resistive material thicknesses on floor units with inserts are: Restrained Assembly Rating Hr Floor Unit Type Concrete Type Min Thkns In. (EPC20-I, EPC30-1) 2 EPC2 or EPC3 NW 7/8 2 EPC2 or EPC3 LW 1-1/16 The hole cut in insert cover for passage of wires shall be no more than 1/8 in. larger diam than the wire. For abandonment of EPC inserts, see installation instructions. EPIC METALS CORP — Types EPC20-I and EPC30-I. Type EPC-2030-SAK activating fittings are used with both insert types. htr •/htgrahase „I �.n„n/cvi-bin/XYV/temnlate/LISEXT/1FRAME/shownaue..html?name=B... 8/11/2005 BXUV.D759 - Fire Resistance Ratings - ANSI/[JL 26.3 H H ROBERTSON — (Tapmate II, II -EA, II-FN, II-EAFN: Series KEB) Page 8 of 14 Installed per accompanying installation instructions over factory -punched holes in QL-AKX or QL-WKX floor units. Inserts are used in the pre -active, active or abandoned condition. Required spray -applied resistive material thicknesses on floor units with inserts are: Restrained Assembly Rating Hr Floor Unit Type Concrete Type Min Thkns In. (Tapmate II, II -EA) 2 QL-AKX, -WKX NW 7/8 2 QL-AKX LW 1-1/16 2 QL-WKX LW 15/16 (Tapmate II-FN or II-EAFN) 2 QL-AKX, -WKX NW 7/16 Z QL-AKX, -WKX LWJ 3/4 The Tapmate II-FN insert may use KEM-HP-1 outlet box fittings in lieu of the KEB- PC flush cover fittings. (Tapmate II-EAFN-FC1: Series KEB) Installed per accompanying installation instructions over factory -punched holes in QL-WKX floor units. Inserts are used in the pre -active, active, or abandoned condition. Required spray -applied resistive material thickness on floor units with inserts are: Restrained Assembly Min Thkns Rating Hr Floor Unit Type Concrete Type In. 2 QL-WKX NW 7/16 For abandonment, see installation instructions. (Tapmate III-FN, III-EAFN: Series KEC) Installed per accompanying installation instructions over factory -punched holes in QL-AKD or QL-WKD floor units. Inserts are used in the pre -active, active, or abandoned condition. Required spray -applied resistive material mixture thicknesses H++ •u aara>,a� „ 0 ,.nm/1.,,i-hit,/XVV/temnlate/T,ISEXT/1FRAME/showpage.html?name=B... 8/11/2005 BXUV.D759 - Fire Resistance Ratings - ANSI/UL 263 on floor units with inserts are: Page 9 of 14 Restrained Assembly Rating Hr Floor Unit Type Concrete Type Min Thkns In. (Tapmate III-FN or III-EAFN) 2 QL-AKD, WKD NW 1/2 2 QL-AKD, WKD LW 13/16 (Tapmate III-EAFN-FCI) 2 QL-WKD NW 1/2 2 QL-WKD LWJ 13/16 The hole cut in insert cover for passage of wires shall be no more than 1/8 in. larger diam than the wire. For abandonment of Tapmate inserts, see installation instructions. The Tapmate III inserts may use KEB-HP-1, Series KEC outlet box fittings with the same hourly rating and fireproofing thicknesses as specified for the Tapmate II- EAFN electrical inserts. (Tapmate IV, IV -EA, IV-H, IV-H-M, IV-S) Installed per accompanying installation instructions over factory -punched holes in QL-GKX-24 or -30 floor units. Inserts are used in the preactive, active or abandoned condition. Required spray -applied resistive material thicknesses on floor units with inserts are: Restrained Assembly Rating Hr Floor Unit Type Concrete Type Min Thkns In. (Tapmate IV, IV-H, IV-H-M, IV-S) 1 QL-GKX NW,LW 3/8 1-1/2 QL-GKX NW 1/2 1-1/2 QL-GKX LW 9/16 2 QL-GKX NW 5/8 2 QL-GKX LW 3/4 Restrained Assembly Rating Hr Floor Unit Type Concrete Type Min Thkns In. (Tapmate IV -EA) 1 ,+ •u h+�t,a�� .,t �,,,, /icii-hin/XVV/teinnlnte/T,TSF.XT'/1FRAME/showt)a2e.html`?name=B... 8/11/2005 BXUV:D759 - Fire Resistance Ratings - ANSI/UL 263 Page 10 of 14 1 QL-GKX NW, LW 7/16 1-1/2 QL-GKX NW 9/16 1-1/2 QL-GKX LW 5/8 2 QL-GKX NW 3/4 2 QL-GKX LW 7/8 (Tapmate V) 1 QL-GKX NW, LW 3/8 1-1/2 QL-GKX NW, LW 1/2 2 QL-GKX NW, LW 5/8 The holes cut in inserts cover for passage of wires shall be no more than 1/8 in. larger diam than the wire. For abandonment of inserts see installation instructions. Type KED-HP-1 outlet box fittings may be used with Tapmate IV box assemblies or in lieu of Tapmate IV or IV -EA fittings with the same hourly ratings and protection material thicknesses as specified for the above electrical inserts. (Tapmate IV-FN-S, IV-FN-H, IV-EAFN: Series KED) Installed per accompanying installation instructions over factory -punched holes in QL-GKX-24 or -30 floor units. Inserts are used in the preactive, active, or abandoned condition. Required spray -applied resistive material thicknesses on floor units with inserts are: Restrained Assembly Rating Hr Floor Unit Type Concrete Type Min Thkns In. (Tapmate IV-FN-S, IV-FN-H, IV-EAFN) 2 QL-GKX NW 1/2 2 QL-GKX LW 3/4 The hole cut in insert cover for passage of wires shall be no more than 1/8 in. larger diam than the wire. For abandonment see installation instructions. Type KED-HP-1 outlet box fittings may be used with Tapmate IV box assemblies or in lieu of Tapmate IV-FN-S, IV-FN-H, IV-EAFN fittings with the same hourly ratings and protection material thicknesses as specified for the above electrical inserts. (Tapmate KED-MSA Multi -Service After set Inserts) w na�toh�cA „i , ni,.,,i-hi„fYVV/tPm„late/T.ISRXT/1FRAME/showpaae.html?name=B... 8/11/2005 BXUV:D759 - Fire Resistance Ratings - ANSI/UL 263 'Page 11 of 14 Installed per accompanying installation instructions in core -drilled holes over QL- GKX-24 or -30 steel floor units. Spacing of after set inserts shall be not more than one insert per each 7-1/2 sq ft of floor area with not less than 25-1/2 in. between edges of adjacent after set inserts. After set inserts may be installed with either the flip lid plastic cover (KEC-PC3, PC4 and PC5 components) or the Deluxe Cover (KED-NAC type). Required Spray -Applied Fire Resistive Materials thicknesses on steel floor units with inserts are tabulated below: Restrained Assembly Rating Hr Floor Unit Type Concrete Type Min Thkns In. 1 QL-GKX NW, LW 3/8 1-1/2 QL-GKX NW 1/2 1-1/2 QL-GKX LW 9/16 2 QL-GKX NW 5/8 2 QL-GKX LW 3/4 H H ROBERTSON — Tapmate II, II -EA, II-FN, II-EAFN, II-EAFN-FC1: Series KEB. Tapmate III-FN, III-EAFN, III-EAFN-FC1: Series KEC. Tapmate IV, IV -EA, IV-EAFN, IV-FN-S, IV-FN-H, IV-H, IV-H-M, IV-S: Series KED, Tapmate KED- MSA. CONSOLIDATED SYSTEMS INC — Installed per accompanying installation instructions over factory pre -punched knockouts or factory installed over pre -punched knockout holes in Mac -Way 2- or 3-633 MTWA cellular floor units. Required Spray - Applied Fire Resistive Materials thicknesses on cellular floor units with inserts are: Restrained Assembly Min Thkns Rating Hr Floor Unit Type Concrete Type In. 2 Mac -Way 2-, 3-633 MTWA NW 1/2 2 Mac -Way 2-, 3-633 MTWA LW 7/8 The holes cut in the activation covers for passage of wires shall be no more than 1/8 in. larger diam than the wire. Abandonment requires use of insert cover with no holes in it. CONSOLIDATED SYSTEMS INC — MSIX insert. Types MSH-400, MSH-450 activating fittings. (4) Walker Systems Inc. After set Inserts. httn•i/riatahace „l rc)m/cvi-hin/XYV/template/LISEXT/1FRAME/showvage.html?name=B... 8/11/2005 $ DEDUCT 1.5.$ ADD $ --DFDUCT 16.$ ADD $ DEDUCT 17. $ ADD DEDUCT Ia.$ ADD $ - '----DEDUCT 19,* ADD $ DEDUCE" 20.$ ADD $ DEDUCT 2J.. $ ADD $ DEDUCT' 22.$ ADD $ DEDUCT 23.$ ADD $ DEDUCT 24 ADD DEDUCT ADD or DEDUCT per square yard c,)Jored concrete paving ADD or DEDUCT per sf stucco, reveals ADD or DEDUCT TYPE A-1 Pendant fix-rure installed (.-,omp.jele ADD or DEDUCT TYPE 14-2 Downtight installed complete ADD or DEDUCT per sf sealed stained concrete ADD or DEDUCT one 30711 S(-Wr) (),"r and Hm frame complete with hardware ADD or, DEDUCT orie. LF of sl-ot,Ofaced Knee wall ADD or DEDUCT one LY of rubber base ADD or DEDUCT one LF of tile base ADD or DEDUCT one LF of yzanite base D. ART PRICIN,-: Artist David c-o-iggs (303) 446-303c, /]) Gal, CP0204'O a a q Denv r, 1. Etched glass railing panels Detail #12 - Sheet A-'/.l delivery of glass from railing mfq to) Great Panes Glass Works Tnc. 1410 Washington Ave. - Denver, CO 130216 - 303-294-0927 - artAst vender will provide the photo emulsion etch & leliver to site uprru completion for installation by Contractor. Bj'D (photo emulsion pricc-- by thr.r) 2. Layered wall boat ' -d - Detail #13 nhcet A/. 1 Rai:; Relief -- Layered W' MDF. 11,te-assembled machine cut panels, typically214" 4', to ho delivered to site as panels by wi,tj, pjac:e[rkent instructions for inatalial-io)n. Contractor to instal] per instructions attisL will supervise in-qrailat-jon, contrt_V'tOr to paint aitor installation. BXUV.D759 - Fire Resistance Ratings - ANSI/UL 263 (Types TSAR, TSACR After set Inserts) Page 12 of 14 After set inserts installed per accompanying installation instructions in holes core drilled through concrete topping to top of cells of the cellular floor units. TSAR and TSACR, for use in 7 in. diam holes. Spacing shall be not more than one insert in each 4 square ft of floor area with not less than 2 ft center to center of adjacent inserts. The required Spray -Applied Fire Resistive Materials thicknesses on floor units with inserts are shown below: Restrained Assembly Rating Hr Floor Unit Type Concrete Type Min Thkns In. (Types TSAR, TSACR) 1 WDR2 or WDR3 NW, LW 112 1-1/2 WDR2 or WDR.3 NW, LW 3/4 2 WDR2 or WDR3 NW, LW 1-1/4 WALKER SYSTEMS INC — Types TSAR, TSACR after set inserts. (5) BHP Steel Building Products USA Inc., (ASC3I Inserts with Normal Weight or Lightweight Concrete) Installed per accompanying installation instructions over factory pre -punched knockout holes in ASC3 cellular steel floor units. May be used for max 2 hr Restrained Assembly Rating only. The holes in the insert cover for the passage of wires shall be no more than 1/8 in, larger diam than the wire. Internally protected inserts used in pre -active or abandoned condition and activated with the ASC-FM, ASC-RM, ASC-SF and ASC-4-Floor activation fittings are to be protected on the underside of the floor units with 1/2 in. Spray -Applied Fire Resistive Materials. Inserts without internal protection used in pre -active or abandoned condition are to be protected on the underside of the floor units with 5/8 in. Spray -Applied Fire Resistive Materials. When insert is abandoned, the insert cover is removed, the internal intumescent pad and the protective cap reinstalled and the top of the cap filled with sand -cement grout flush with the concrete surface. ASC STEEL DECK, DIV OF ASC PROFILES INC — Type ASC3I insert. Types ASC-FM, ASC-RM, ASC-SF and ASC-4-Floor activation fittings. 13. Mineral And Fiber Boards* — (Optional — Not Shown) — Applied over concrete floor with no penetrations. No restriction on thickness. See Mineral And Fiber Board* (CERZ) category for names of manufacturers. L.._.11,4_ _1-...._ _I ;_� ; rsrvvirP„ „iarvii TgPYT/tFRAMF/shownaae.html?name=B... 8/11/2005 BXITV.D759 - Fire Resistance Ratings - ANSI/UL 263 Page 13 of 14 14. Foamed Plastic* — (Optional — Not Shown) — Polystyrene insulation applied over concrete floor with no penetrations. No restriction on thickness. Max density of 5 pcf. See Foamed Plastic* (CCVW) category for names of manufacturers. 15. Cellular Concrete — Roof Topping Mixture* — (Not Shown) — Optional — Foam concentrate mixed with water and Portland cement per manufacturer's application instruction. 28 day compressive strength of min 190 psi as determined in accordance with ASTM C495-86, min 2 in. thick, poured above the foamed plastic (Item l0A). May be covered with any built-up or single ply roof covering materials*. CELLULAR CONCRETE L L C — Cast dry density of 37 (+ or -) 3.0 pe ELASTIZELL CORP OF AMERICA — Type II. Mix # 1 of cast dry density 39 (+ or -) 3.0 pcf, Mix #2 of cast dry density 40 (+ or -) 3.0 pcf, Mix #3 of cast dry density 47 (+ or -) 3.0 pcf. LITC-CRETE INC — Cast density 29 (+ or -) 3.0 pcf. 16. Roof Covering Materials* — (Optional — Not Shown) — Consisting of materials compatible with insulations described herein which provide Class A, B or C coverings. See Built -Up Roof Covering Materials* in the Building Materials Directory. 17. Insulated concrete — (Optional — Not Shown) — Various type of insulated concrete prepared and applied in the thickness indicated. A. Vermiculite Concrete — Mix consists of 6 cu ft of Vermiculite Aggregate*, 94 lbs of Portland cement and 60 oz of air entraining agent. Thickness to be 2 in. min from the top plane of steel roof deck. ELASTIZELL CORP OF AMERICA — Types MS 16-U, MSV 200. B. Perlite Concrete — Mix consists of 6.2 cu ft Perlite Aggregate* to 94 lbs of Portland cement and 1-1/2 pt air entraining agent. Compressive strength 80 psi min. See Perlite Aggregate (CFFX) category for names of Classified companies. *Bearing the UL Classification Mark Page lap Last Updated on 2005-03-31 Notice of Disclaimer Questions?? u��•na �,a ,.,,/";_I,;,,ixvv/fpmnlgtp/T.TgFXT/]FRAMF,/shownaLye.html?name=B... 8/11/2005 BXUV.D759 - Fire Resistance Ratings - ANSI/UL 263 Page 14 of 14 UL Listed and Classified UL Recognized Products Certified fcLr Produets Components Canada This page and all contents are Copyright © 2005 by Underwriters Laboratories Inc The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product.. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Tnc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright 0 2005 Underwriters Laboratories Inc.®" 1- `na�+ r �o ,� �� i�n;_h; lXvv/template/T.T�F.XT/1FRAME/showpa2e.html?name=B... 8/11/2005 n MODEL SPECIFICATION SECTION 07812 SPRAY -APPLIED FIRE RESISTIVE MATERIAL PART[ -GENERAL 1.1 WORK INCLUDED 1.1.1 Provide all labor, materials, equipment and services necessary for, and incidental to, the complete and proper installation of all spray -applied fire resistive materials and related work as shown on the drawings or where specified herein, and in accordance with all applicable requirements of the Contract Documents. 1.1.2 The material and installation shall conform to the applicable building code requirements and the requirements of all authorities having jurisdiction. 1.2 QUALITY ASSURANCE 1.2.1 Work shall be performed by a firm with expertise in the installation of fire protection or similar materials. This firm shall be licensed or otherwise approved by the spray -applied fire resistive material manufacturer. 1.2.2 Before proceeding with the fire protection work, approval of the proposed material thicknesses and densities shall be obtained from the architect and other applicable authorities. 1.3 1.3.1 1.3.2 1.3.3 1.3.4 1.3.5 1.3.6 1.4 RELATED SECTIONS Section 05100- Structural Steel. Section 05300- Section 07200 - Section 07840- Section 09200 Section 09900 - REFERENCES Metal Decking. Insulation. Firestopping.. Lath and Plaster. Painting., A. ASTM E84 - Surface Burning Characteristics of Building Materials. 2 03iO4 1.4.1 B. ASTM E 119 - C. ASTM E136 .- D. ASTM E605 - Fire Tests of Building Construction and Materials. (Noncombustibility) Behavior of Materials in a Vertical Tube Furnace at 750' C. Thickness and Density of Sprayed Fire -Resistive Materials Applied to Structural Members. E. ASTM E736 - Cohesion/Adhesion of Sprayed Fire - Resistive Materials Applied to Structural Members. F. ASTM E759 - Effect of Deflection of Sprayed Fire - Resistive Materials Applied to Structural Members. G. ASTM E760 - Effect of Impact on the Bonding of Sprayed Fire -Resistive Materials Applied to Structural Members. H. ASTM E761 - Compressive Strength of Sprayed Fire - Resistive Materials Applied to Structural Members. I. ASTM E859 - Air Erosion of Sprayed Fire -Resistive Materials Applied to Structural Members. J. ASTM E937 - Corrosion of Steel by Sprayed Fire - Resistive Materials Applied to Structural Members. K. ULC/CAN S101 Standard Methods of Fire Tests of Building Construction and Materials. L. ULC/CAN S102 Steiner Tunnel Test. M. ULC/CAN 4 - S114 Standard Test Method for Determination of Non -combustibility in Building Materials. Underwriters Laboratories, Inc. (UL) Fire Resistance Directory. 1 A.2 Underwriters Laboratories of Canada (ULC) List of Equipment and Materials. 3 03/04 1.4.3 Uniform Building Code Standard No. 7-6 (current edition): Thickness and Density Determination for Spray -Applied Fire Protection. 1.4.4 AWCI Publication: Standard Practice for the Testing and Inspection of Field Applied Sprayed Fire -Resistive Materials. Technical Manual 12-A; an annotated guide. 1.5 SUBMITTALS 1.5.1 Manufacturer's Data: Submit manufacturer's specifications, including certification as may be required to show material compliance with Contract Documents. 1.5.2 Test Data: Independent laboratory test results shall be submitted for all specified performance criteria. 1.6 DELIVERY, STORAGE AND HANDLING 1.6.1 Deliver materials t0 the project in manufacturer's unopened packages, fully identified as to trade name, type and other identifying data. Packaging shall bear the UL and ULC labels for fire hazard and fire -resistance classifications. - 1.6.2 Store materials above ground, in a dry location, protected from weather, moisture and areas of high humidity. Damaged packages found unsuitable for use should be rejected and removed from the project. 1.7 PROJECT CONDITIONS 1.7.1 When the prevailing outdoor temperature at the building is less than 400 F (4° C), a minimum substrate and ambient temperature of 40' F(4° C) shall be maintained prior to, during and a minimum of 24 hours after application of the spray -applied fire resistive material. If necessary for job progress, General Contractor shall provide enclosures with heat to maintain temperatures. 1.7.2 General Contractor shall provide ventilation to allow proper drying of the spray -applied fire resistive material during and subsequent to its application. 1.7.2.1 Ventilation shall not be less than 4 complete air exchanges per hour until the SFRM is fully cured. When spraying in enclosed areas such as basements, stairwells, shafts and small rooms, additional air exchanges may be necessary. 1.8 SEQUENCING/SCHEDULING 4 03/04 1.8.1 All fire protection work on a floor shall be completed before proceeding to the next floor. 1.8.2 The Contractor shall cooperate in the coordination and scheduling of fire protection work to avoid delays in job progress. PART 2 - PRODUCTS (LOW DENSITY) 2.1 ACCEPTABLE MANUFACTURERS The spray -applied fire resistive material shall be manufactured by: ISOLATEK INTERNATIONAL Other manufacturers not listed shall submit substitution requests conforming to the requirements of the substitution section 10 days prior to bid date. 2.2 ACCEPTABLE MATERIALS: CAFCO® BLAZE -SHIELD° II, Isolatek International CAFCO® 300, Isolatek International 2.2.1 Materials shall be applied to conform to the drawings, specifications and following test criteria: 2.2.1.1 Deflection: When tested in accordance with ASTM E759, the material shall not crack or delaminate when the non -concrete topped galvanized deck to which it is applied is subjected to a one time vertical centerload resulting in a downward deflection of 1/120th of the span. 2.2.1.2 Bond Impact: When tested in accordance with ASTM E760, the material shall not crack or delaminate from the concrete topped galvanized deck to which it is applied. 2.2.1.3 Cohesion/Adhesion (bond strength): When tested in accordance with ASTM E736, the material applied over uncoated or galvanized steel shall have an average bond strength of 150 psf (7.2 kPa). 2.2.1.4 Air Erosion: When tested in accordance with ASTM E859, the material shall not be subject to losses from the finished application greater than 0.025 grams per sq. ft. (0.27 grams per square meter). 5 03/04 2.2.1.5 Compressive Strength: When tested in accordance with ASTM E761, the material shall not deform more than 10 percent when subjected to a crushing force of 750 psf (35.9 kPa). 2.2.1.6 Corrosion Resistance: When tested in accordance with ASTM E937, the material shall not promote corrosion of steel. 2.2.1.7 Noncombustibility: When tested in accordance with ASTM E136 or CAN4-S114, the material shall be noncombustible. 2.2.1.8 Surface Burning Characteristics: When tested in accordance with ASTM E84 or CAN4-S102, the material shall exhibit the following surface burning characteristics: Flame Spread..............0 Smoke Developed....... 3..0 2.2.1.9 Density: When tested ih accordance with ASTM E605, the material shall meet the minimum individual and average density values as listed in the appropriate UL/ULC design or as required by the authority having jurisdiction, or shall have a minimum average of 15 pcf (240 kg/m3). 2.2.2 The material shall have been tested and reported by Underwriters Laboratories, Inc. (UL) or Underwriters Laboratories of Canada (UL.C) in accordance with the procedures of UL 263 (ASTM E119) or CAN4-S101. 2.2.3 Spray -applied fire resistive materials shall be applied at the required thickness and density to achieve the following ratings: Floor assemblies 2 hr. Roof assemblies 1.5 hr. Beams 2 ' hr. Girders 3'hr. Columns 3 hr. Joists —2—hr. 2.2.4 Potable water shall be used for the application of spray -applied fire resistive materials. 2.2.5 Spray -applied fire resistive materials shall be free of all forms of asbestos, including actinolite, amosite, anthophyllite, chrysotile, crocidolite and tremolite. Material manufacturer shall provide certification of such upon request. 6 03/04 PART 2A - PRODUCTS (MEDIUM DENSITY) 2.1A ACCEPTABLE MANUFACTURERS The spray -applied fire resistive material shall be manufactured by: ISOLATEK INTERNATIONAL Other manufacturers not listed shall submit substitution requests conforming to the requirements of the substitution section prior to bid date. 2.2A ACCEPTABLE MATERIALS: CAFCO® BLAZE -SHIELD® HP, lsolatek International CAFCO® 400, lsolatek International 2.2.1A Density: When tested in accordance with ASTM E605, the material shall meet the minimum individual and average density values as listed in the• appropriate UL/UC design or as required by the authority having jurisdiction, or shall have a minimum average of 22 pcf (352 kg/m3) 2.2.2A Cohesion/Adhesion (bond strength): When tested in accordance with ASTM E736, the material applied over uncoated or galvanized steel shall have an average bond strength of 434 psf (20.8 kPa). 2.2.3A Compressive Strength: When tested in accordance with ASTM E761, the material shall not deform more than 10 percent when subjected to a crushing force of 7,344 psf (351 kPa). All other test criteria shall be in accordance with the values listed under section 2.2. PART 2B - PRODUCTS (HIGH DENSITY) 2.1B ACCEPTABLE MANUFACTURERS The spray -applied fire resistive material shall be manufactured by: ISOLATEK INTERNATIONAL Other manufacturers not listed shall submit substitution requests conforming to the requirements of the substitution section prior to bid date. 7 03/04 2.213 ACCEPTABLE MATERIALS: CAFCO® FENDOLITE® M-ll, Isolatek International 2.2.1 B Density: When tested in accordance with ASTM E605, the material shall meet the minimum individual and average density values as listed in the appropriate UL/ULC design or as required by the authority having jurisdiction, or shall have a minimum average of 39 pcf (624 kg/m3) 2.2.213 Cohesion/Adhesion (bond strength): When tested in accordance with ASTM E736, the material applied over uncoated or galvanized steel shall have an average bond strength of 1,000 psf (47.9 kPa). 2.2.313 Compressive Strength: When tested in accordance with ASTM E761, the material shall not deform more than 10 percent when subjected to a crushing force of 43,200 psf (2068 kPa). All other test criteria shall be in'accordance with the values listed under section 2.2. PART 3 - EXECUTION 3.1 PREPARATION 3.1.1 All surfaces to receive fire protection shall be free of oil, grease, loose mill scale, dirt, paints/primers (other than those listed and tested) or other foreign materials, which would impair satisfactory bonding to the surface. Manufacturer shall be contacted for procedures on handling primed/painted steel. Any cleaning of surfaces to receive sprayed fire protection shall be the responsibility of the General Contractor or Steel Erector, as outlined in the structural steel or steel deck section. 3.1.2 Clips, hangers, supports, sleeves and other attachments to the substrate are to be placed by others prior to the application of spray -applied fire resistive materials. 3.1.3 The installation of ducts, piping, conduit or other suspended equipment shall not take place until the application of sprayed fire protection is complete in an area. 3.1.4 The spray -applied fire resistive material shall only be applied to steel deck which has been fabricated and erected in accordance with the criteria set forth by the Steel Deck Institute. 3.1.5 When roof traffic is anticipated, as in the case of periodic maintenance, roofing pavers shall be installed as a walkway to distribute loads. 8 03/04 $ Coot of instanation and pilntjnq 3. Exterior rail panels - Oetaii #3 - Sheet A3.2- cut steel and copper sheet pre -assembled and painted panels, typically V 611 x 415", to be delivered Lo site by artist for installation by Contractor. Artist will, provide placement instructions. Panel weight to be confirmed and installation approved by structural ongineer ind architect. Contact Art,isL for panel weights. Cost to install(Cut panels by other) credit to delete horizontal. rails as indicated on elevations ?.Floor Pattern I)etail *2 Sheet A1.5 saw -cut design- additional design work on floor as shown on plans to be installed by Contractor. Art - ist will Provide scaled dot -ail drawings and supervise: installation - a Cost to install 9. PRTCTS The foreguiriq prices sfiali- include- all labor, utiterials, LLanspQrtdItion, shoring, removal, dewatering, overheAd, profit, itiSUTance, etc., to cover "fie cuirplete Work in place of the several. kinds called for. Bidder acknowledges that the OWNFR has the right, to delete items in the Bid or cIianqc. quantities at his sole, discrel-ion wIthout affecting the Agreement or prices of any item so long as ±-.hp deletion or change does not exceed twenZ:Y-five p(!tcerit (25,,) of the total Pgreement Price. RMSPECTFULLY SC BMITTFD: Signature Date i,ic,ense Number W Applicabjti) (Seal - if Hid is by corporation) utter st:---- Addrcnn Te] ephone, 3.2 APPLICATION 3.2.1 Equipment, mixing and application shall be in accordance with the manufacturer's written application instructions. 3.2.2 The application of spray -applied fire resistive material shall not commence until certification has been received by the General Contractor that surfaces to receive sprayed fire protection have been inspected by the applicator and are acceptable to receive sprayed fire protection. 3.2.3 All unsuitable substrates must be identified and made known to the General Contractor and corrected prior to the application of the spray -applied fire resistive material. 3.2.4 Fire protection shall not be applied to steel floor decks prior to the completion of concrete work on that deck. 3.2.5 The application of spray -applied fire resistive material to the underside of roof deck shall not commence until the roof is completely installed and tight,, all penthouses are complete, all mechanical units have been placed, and construction roof traffic has ceased. 3.2.6 Proper temperature and ventilation shall be maintained as specified in 1.7.1, 1.7.2 and 1.7.2.1. 3.2.7 Provide masking, drop cloths or other suitable coverings to prevent overspray from coming in contact with surfaces not intended to be sprayed. 3.2.8 Bonding materials (adhesives, catch coats, metal lath, mesh, stud pins, etc.) shall be applied as per the appropriate UL/ULC fire resistance design and manufacturer's written recommendations. 3.2.9 Topcoat material, if any, shall be the type recommended and approved by the manufacturer of each spray -applied fire resistive material required for the applications indicated. 3.3 REPAIRING AND CLEANING 3.3.1 All patching of and repair to sprayed fire protection, due to damage by other trades, shall be performed under this section and paid for by the trade responsible for the damage. 3.3.2 After the completion of the work in this section, equipment shall be removed and all surfaces not to be sprayed shall be cleaned to the extent previously agreed to by applicator and General Contractor. 9 03/04 3.4 INSPECTION AND TESTING 3.4.1 The spray -applied fire resistive material shall be tested for thickness and density in accordance with one of the following procedures: ASTM E605 - Standard Test Method for Thickness and Density of Sprayed Fire -Resistive Materials Applied to Structural Members. AWCI - Inspection Procedure for Field -Applied Sprayed Fire -Resistive Materials, Technical Manual 12-A; an annotated guide. UBC Standard No. 7-6 - Thickness and Density Determination for Spray - Applied Fire Protection. 3.4.2 Inspection shall be contracted for and paid by someone other than the fire protection applicator. , 10 03/04 ADDENDUM No. 1 SPECIFICATIONS AND CONTRACT DOCUMENTS Description of Bid: 5929 City of Fort Collins and Colorado State University Transit Center OPENING DATE: August 18, 2005 (Our Clock) 3:00 P.M. To all prospective bidders under the specifications and contract documents described above, the following changes are hereby made. ADD: Please find the following documents attached: • Coover & Clark Associates Addendum #1 Davis Bacon Wages Prebid Attendees • Plan Holders List RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT ENCLOSED WITH THE BID/QUOTE STATING THAT THIS ADDENDUM HAS BEEN RECEIVED. 215 Ntmh R-lasun ,4tnc ei « 2"" Floor. P.03 Box WS s Fard (hifina. CO 8€ 522-0580 > 070) 221-677 • F'o, i9707 221-07V W W wA20V.00M Coover-Clark & Associates, P.C. Architects 1 Planners 1 Landscape . Interiors ADDENDUM #I (2 pages & 2 drawings, AD-1 thru AD-2, & wage rates) CITY OF FORT COLLINS & COLORADO STATE UNIVERSITY TRANSIT CENTER BID NO.5929 August 4, 2005 GENERAL: 1. Substitute Contract Attachment 5 with attached Davis Bacon Wages for traditional building wages. 2 Change bid form alternate list item #4 to 46, item 45 to #4, item 46 to #5, omit #7, change item #8 to #7, and item #9 to #8, with 8 items total to match specification section 01230 & drawing alt. #. 3. Entire building will have 1 hour fire rated corridors, see drawing attachments AD-1 thin AD-2. Contrto provide all sealants, etc, for complete 1 hourassembly 4, Refer to Section 0.3067 for Vapor Barrier Membranes 5 All materials and surfaces that are exposed during construction (such as, but not limited to; existing and new foundations, footings, exterior materials) must be protected completely from weather and disturbance during construction. Any significant disruption of existing conditions must be brought immediately to the attention of the architect for appropriate observation and action. 6. All exposed water supply and drains to be insulated to ADA stds.. SPECIFICATIONS: Remove Section 00003, Table of Contents, Section 07100. LEED Vapor Barrier & Damn Proofin 2 Add Section 01230, Alternates 1,03, A. - 925 "ADD or DEDUCT one LF for each diameter of caissons." 3. Change Section 02200, Earthwork 1. B - Remove ". ,other documents and... " 4 Remove 02750 2.02. B. Integrally Colored Concrete 5. Remove 03365 2.6 A. LEED Concrete finish. 6 Change Section 09967, Intumescent paints 2.02 A. — Replace "Substitutions: No Substitutions Permitted" to read: "Approved equal by architect" 7. Change Section 10160, Toilet Partitions 1 02 B.4. — Add".. to match existing." 8 Remove 10160 1.02 D, Toilet Partitions 9. Change Section 10500, Lockers 2 03 A. Replace "length as indicated on Drawings" for bench to read: "3-6" in length, quantity of 2" 10, Change Section 10520, Fire extinguishers and Cabinets 2..03 Replace "1012" to read "I022" LANDSCAPE DRAWINGS: 1 SheetL-1.0: Clarification: Smaller cross hatch pattern by the front entrance shall be integrally colored concrete (02750) 455 Sherman .Street, Saute 205 t Denver, Colorado 8020.3 .t Phone: (303) 783-0040 4 Fax: (303) 783-0060 page 1 ARCHITECTURAL DRAWINGS: 1 Sheet CS: Change information to "corridor rating" to read:"1 HOUR REQ _INALL CORRIDORS" 2 Sheet Al.l Add 2 wing walls full ht. F-6" perpendicular to wall with 5/8" gyp bd. on 3-5/8" studs, paint, with wood comer guards, stain. Place to clear HC clearance 3. Sheet A1.2 Add window symbol "V" for corridor wall by grid 33N and K 4 Sheet A6.1 Note window types "N2", "N3", "P", "S", "T", "W", "Y", and "Z" shall be 45 min fire rated non -wired glass & fiames. Glass shall be Pilkington Pyroshield Plus @ safety areas and Pyroshield @ other areas, or approved equal, 5. Sheet A6.2 Door and Frame Schedule, Note Door 007, 009, 013, 027, 029, 031, 036, 038, 039, 040, 041, 102, 103, 111, 112, 113, and 117 doors and frames are to be 45 ruin fire rated & labeled. ELECTRICAL DRAWINGS: 1. E0.1, Luminaiie Schedule: a. Revise fixture type "AA" as follows: Lamps Qty. = 1, Lamps Number = F32TBX/SPX35/A/4P, Ballast Qty. = 1, Description = Wall Mounted Cutoff Wall Pack, Volt = 120, Finish = Natural Aluminum, Mounting Type = Surface Wall, Mounting Depth = 9.13", Manufacturer = Lithonia #WST 32TRT MD 120 DNAT, VA = 40, Notes = 5. b. Add fixture type "AAE" as follows: Lamps Qty. = 1, Lamps Number = F32TBX/SPX35/A/4P, Ballast Qty. = I-EM, Description = Wall Mounted Cutoff Wall Pack, Emergency Ballast, Volt = 120, Finish = Natural Aluminum, Mounting Type = Surface Wall, Mounting Depth = 9.13", Manufacturer = Lithonia #WST 32TRT MD 120 ELDW DNAT, VA = 40, Notes = 5, 2 E1.2: Plaza Level Li tin Plan: a Provide one type "EM" luminaire, ceiling mounted, in the center of Vestibule N145 Connect to area lighting circuit. b. Change four type "AA" luminaires along exterior stair to type "AAE" luminaires (column line 2, 3, 3.7 and 5.2).. 3. E2.L Lower Level Power/Systems Plan: a. Relocate fire alarm smoke detector at column line 33N/H to 32N.5/H Relocate fife alarm smoke detector at column line 33N/J.5 to 32N.5/J.5. b. Add fire alarm smoke detectors at column lines 34N/H, 34N/J.5 and 32N/K.8 4. E2.3: Upper Level Power/Systems Plan: a. Relocate fife alarm manual pull station, currently shown relocated to west wall of Alt, Corridor N248, to south face of column at 33N/K. 5. E3.0: Electrical One -Line Diagram: a. Revise Work Note 42 as follows: "Provide 30 day meter per NEC 220.35. Provide maximum demand data to the engineer for final load verification two weeks prior to start of electrical rough -in. Update load summary and provide final load information to the authority having, jurisdiction " END OF ADDENDUM #1 455 Sherman Street, Sinte 20.5 [ Denver, Colorado 80203 -[ Phone. (303) 783-OO40 A Fax (303) 783-0060 page 2 VIDE AND INSTALL OA .051REINCLI61✓E OF LONER LEVEL CORRIDOR RATIN& CLARIFICATION cbov-R CI n K& nssocv irs P ckM CITY OF FORT COLLINS & "" E 's' P1 `"s `" �° ` COLORADO STATE UNIVERSITY ADDENDUM #1 001EWNWID TRANSIT CENTER PHASE II JOB NUMBFR: 0320 DAT F: 08-04-05 06' = /-O' SHEET 1 OF 1 I ) PLAZA LEVEL CORRIDOR RATIN& CLARIFICATION ►T-,P7A o6' = /-ON COOWR-CI ARK & AMCIAI ES. P.0 CITY OF FORT COLLINS & lffl eCna pllll�r04 n-r S.P COLORADO STATE UNIVERSITY ADDr....NI71__1M #1 CQkXfWAb TRANSIT CENTER PHASE p I OB NUMBER: 0320 AD2 SHEET 1 OF 1 WAIS Document Retrieval Page 1 of 4 GENERAL DECISION: CO20030008 06/03/2005 C08 Date: June 3, 2005 General Decision Number: CO20030008 06/03/2005 Superseded General Decision Number: C0020008 State: Colorado Construction Type: Building County: Larimer County in Colorado. BUILDING CONSTRUCTION PROJECTS (does not include residential construction consisting of single family homes and apartments up to and including 4 stories) Modification Number Publication Date 0 06/13/2003 1 08/15/2003 2 09/19/2003 3 10/03/2003 4 01/16/2004 5 02/20/2004 6 05/14/2004 7 06/18/2004 8 07/23/2004 9 08/20/2004 10 09/17/2004 11 01/07/2005 12 01/14/2005 13 02/04/2005 14 03/04/2005 15 05/06/2005 16 06/03/2005 * ASBE0028-001 03/01/2005 Rates Fringes Asbestos Workers/Insulator (Includes application of all insulating materials, protective coverings, coatings and finishings to all types of mechanical systems) ....................$ 19.62 9.33 ---------------------------------------------------------------- CARP1001-001 05/01/2005 Rates Fringes Carpenter (Including Formbuilding and Metal Stud Work) ........ $ 22.70 7.99 ---------------------------------------------------------------- * CARP2834-001 05/08/2005 Rates Fringes 1 http://frwebgate. access. gpo.gov/cgi-bin/getdoc. cgi?dbname=Davis-Bacon&docid=CO20... 08/04/2005 WAIS Document Retrieval Page 2 of 4 Millwright .....................$ 24.42 9.03 ---------------------------------------------------------------- ELEC0068-009 01/01/2005 Rates Fringes Electrician (Including Low Voltage Wiring and Installation of Communications Systems, Security Systems, Telephones, and Temperature Controls) .... ...$ 28.91 10.19 ---------------------------------------------------------------- * ELEV0025-002 01/01/2005 Rates Fringes Elevator Constructor ........... $ 30.275 12.015 FOOTNOTE: a. Employer contributes 8% of basic hourly rate for over 5 years' service and 6" basic hourly rate for 6 months' to 5 years' service as Vacation Pay Credit. SEVEN PAID HOLIDAYS: New Year's Day; Memorial Day; Independence Day; Labor Day; Veterans Day; Thanksgiving Day; Friday after Thanksgiving Day; and Christmas Day. ---------------------------------------------------------------- IRON0024-001 08/01/2002 Rates Fringes Ironworker, Structural ......... $ 22.00 5.85 ---------------------------------------------------------------- PAIN0930-001 07/01/2004 Rates Fringes Glazier ........................$ 25.85 6.70 ---------------------------------------------------------------- * PLAS0577-001 05/01/2005 Rates Fringes Cement Mason/Concrete Finisher.$ 22.76 7.15 ---------------------------------------------------------------- PLUM0003-001 07/01/2004 Rates Fringes Plumber (Excluding HVAC work) ....... $ 28.02 8.23 ---------------------------------------------------------------- PLUM0208-001 07/01/2004 Rates Fringes Pipefitter http: //frwebgate.access.gpo.gov/cgi-binlgetdoc. cgi?dbname=Davis-Bacon&docid=CO20... 08/04/2005 WAIS Document Retrieval Page 3 of 4 (Including HVAC pipe) ....... $ 27.97 8.33 ---------------------------------------------------------------- SHEE0009-001 07/01/2003 Rates Fringes Sheet metal worker (Includes HVAC duct and installation of HVAC systems) ....................$ 26.59 9.70 ---------------------------------------------------------------- SUCO2001-015 12/20/2001 Rates Fringes Laborer Common ......................$ ---------------------------------------------------------------- 9.56 2.36 WELDERS - Receive rate prescribed for craft performing operation to which weldiAg is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing. ---------------------------------------------------------------- WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: http://frwebgate. access. gpo.gov/cgi-bin/getdoc.egi?dbname=Davis-Bacon&docid=CO20... 08/04/2005 �1 Coover-Clark & Associates, P.C. Architects .t Planners .A Landscape -AInteriors ADDENDUM #3 (1 pages, Soils report figure 2, specs section & BCER & Civil Engineer responses) CITY OF FORT COLLINS & COLORADO STATE UNIVERSITY TRANSIT CENTER BID NO. 5929 August 17, 2005 GENERAL: 1. Refer to Section 03067 for waterproofing membrane below grade. 2. Soils report references that there shall be no vapor barrier at the midpoint of the gravel layer, A vapor barrier at the top of the gravel layer is acceptable. 3. The contractor is to provide covered temporary stairs between the existing stairs and the Engineering building. This structure will need to have an engineering stamp for structural integrity and will provide safe access to and from stairway.. 4. See attached summary log of exploratory borings SPECIFICATIONS: 1. Remove Section 01230 Alternates 1.03. B. 8. - Fire Main Upgrade 2. Add Section 08300, Smoke Barrier, see attached 3. Change Section 09680, LEED Carpeting 2..02. — Carpet type 2 shall be 20 oz. 4. Add Section 10520, Fire Extinguishers/AED cabinets Approved equal: Larsen's fire extinguisher cabinets, brushed alum. fmish & no glass break door. 5. Section 13046, Canopy, 2.01 . A Clarification: Canopy was intended to be custom. If a manufacturer is used, provide shop drawings prior to approval. ARCHITECTURAL DRAWINGS: 1. Sheet Al.l Delete reference marker in room 69 for detail 20/A8.1. 2. Sheet A5.3 Concrete landing will have a terrazzo tile to match tread. 3. Sheet A6.2 All door frames will be hollow metal installed on a 3-5/8" metal stud with 5/8" gypsum on each side.. END OF ADDENDUM #3 4.55 Sherman Street, Suite 205.4 Denver, Colorado 80203 -4 Phone: (30.3) 783-0040 t F2r: (303) 783-0060 page 1 WAIS Document Retrieval Page 4 of 4 Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, ' etc.) that the requester considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION http://frwebgate.access.gpo. gov/cgi-bin/getdoc. cgi?dbname=Davis-Bacon&docid=CO20... 08/04/2005 fl s ` AM t aim F �Ml IplJA 1 1. k'4 v a M. .,R M e� 3 TECHNICAL SPECIFICATION . CITY OF FORT COLLINS & COLORADO STATE UNIVERSITY DIVISION 8 -DOORS, WINDOWS & GLASS TRANSIT CENTER SECTION 08300 - SMOKE DOOR COOVER-CLARK & ASSOCIATES, P.C. 1.01 SUMMARY A. Section Includes: Smoke detector activated elevator door smoke containment curtain and control system designed to provide a tight -fitting, smoke- and draft -control assembly.. B. Products Supplied But Not Installed Under This Section: 1. End -of -line diode (3.9V, 2W). Installed at smoke detector to monitor the circuit. C. Related Sections: 1. 09110—Non-Load Bearing Wall Framing: Metal -backing in housing mounting area. 2. 09910—Paints: Field painting of specified components. 3. 14240—Hydraulic Elevators.. 4. Division 16 Sections for 120VAC and control circuit power including conduit, boxes, conductors, wiring devices, and emergency power. 1.02 REFERENCES A. ASTM A240/240M — Standard Specification for Heat Resisting Chromium and Chromium - Nickel Stainless Steel Plate, Sheet and Strip for Pressure Vessels. B. ICC Evaluation Service ES-AC77 — Acceptance Criteria for Smoke -Containment Systems Used With Fire -Resistive Elevator Hoistway Doors and Frames. C. ICC Evaluation Service report ESR-1136 D. NFPA Codes and Standards: I . 70 — National Electrical Code. 2. 10.5 — Recommended Practice for the Installation of Smoke -Control Door Assemblies. 3. 72 — National Fire Alarm Code E. UBC 1997 Standard 7.210 (Part 11) Test Standard for Smoke and draft control assemblies of the International Conference of Building Officials F. UL Standards: 1. 268 — Smoke Detectors for Fire Protective Signaling Systems. 2. 508 — Industrial Control Equipment. 3. 864 — Control Units for Fire Protective Signaling Systems. 4. 1784 — Air Leakage Tests for Door Assemblies. 1.03 SUBMITTALS A. Reference Section 01330—Submittal Procedures; submit following items: L Product Data. 2. Shop Drawings: Include door width and height, jamb width, jamb and head projection, curtain width, mounting height, and housing width. Show and identify related work performed under other sections of the specifications. 3. Quality Assurance/Control Submittals: a. Qualifications: 08300-1 TECHNICAL SPECIFICATION CITY OF FORT COLLINS & COLORADO STATE UNIVERSITY DIVISION 8-DOORS, WINDOWS & GLASS TRANSIT CENTER SECTION 08300 - SMOKE DOOR COOVER-CLARK & ASSOCIATES, P.C. 1) Proof of manufacturer qualifications. 2) Proof of Installer qualifications. b. Certifications: Copy of specified items. c. Manufacturer's installation instructions and testing procedures B. Closeout Submittals: Reference Section 01780—Closeout Submittals; submit following items: 1. Operation and Maintenance Manual. 2. Manufacturer's Warranties 1..04 QUALITY ASSURANCE A. Overall Standards: Manufacturer shall maintain a quality control program in accordance with ICBO-ES Acceptance Criteria AC 77. B. Qualifications: I . Manufacturer Qualifications: Minimum seven years experience in producing smoke containment systems of the type specified. 2. Installer Qualifications: Factory trained by manufacturer. C. Certifications: 1. Manufacturer's ICC Evaluation Service report ESR-1136. 2. California Department of Forestry and Fire Protection and Office of the State File Marshal Listing. 3. Testing Laboratory Label. 4. UL Listing. 5. OSHPD Anchorage Pre -Approval No. OPA-0318 D. Pre -Installation Meeting: 1. Schedule and convene a pre -installation meeting prior to commencement of field operations with representatives of the following in attendance: Owner, Architect, General Contractor, smoke containment system sub -contractor, painting sub -contractor, and electrical sub -contractor. 2. Review substrate conditions, requirements of related work, installation instructions, storage and handling procedures, and protection measures. 3. Keep minutes of meeting including responsibilities of various parties and deviations from specifications and installation instructions. 1.05 DELIVERY, STORAGE, AND HANDLING A. Reference Section 01660—Product Storage and Handling Requirements. Follow manufacturer's instructions. 1.06 WARRANTY A. Time Period: One year from Date of Substantial Completion. B. Conditions: Manufacturer's standard warranty form. 1.07 OWNER'S INSTRUCTIONS 08300-2