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HomeMy WebLinkAboutCO & DOCS - 02-00022 - BYUI Austin Bldg - Addition (PHASE 1)CERTIFICATE OF OCCUPANCY City of Rexburg Department of Building Inspection Building Permit No. R- o2 -05 -14 Building Street Address: BYU -Idaho (Austin Building) Building Owner: BYU -I Contractor: BYU -I Description of building or portion of building for which this certificate is issued: Occupancy: Full Date: C.O. Issued by: Water Department BYU -I (Mark Austin Engineering & Technology Building) (2 Level) This Certificate issued pursuant to the requirements of Section log of the Uniform Bui[bing Cobe, certifies that, at the time of issuance, this Lui[()ing or that portion of the bui[[ing that was inspected on the bate listeb was f ouna to be in compliance with the requirements of the cobe for the group an bivision of occupancis anb the use for which the propose() occupancis was c[assi f ie(). Building Official There shall be no future change in the existing occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Buildi;g 0 ` cial has revigwed and approved said future changes. State of Idaho Electrical Department - ( 208- 356 - 4830) El Fire Department CERTIFICATE OF OCCUPANCY City of Rexburg Department of Building Inspection Building Permit No. R- o2 -o5 -14 Building Street Address: BYU -Idaho (Austin Building) Building Owner: BYLJ -I Contractor: BYU -I Description of building or portion of building for which this certificate is issued: Occupancy: This Certificate, issued pursuant to the requirements of Section 109 of tbe Uniform Bui[aing Cooe certifies that, at the time of issuance, this bui[aing or that portion of the hulloing that was inspected on the bate [istee was f ouna to be in compliance with tbe requirements of the cote for the group anb Division of occupancvs and the use for which the propose() occupancy was classi f led. Date: Water Department BYU -I (Mark Austin Engineering & Technology Building) (2 Level) Full C.O. Issued by: Building Official There shall be no future change in the existing occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof `until the Buildieg 0 cial has reviewed and approved said future changes. State of Idaho Electrical Department - ( 208 - 35 0 Fire Department C// BUILDER STRUCTURE: Q RESIDENCE FOOTINGS ❑ CONCRETE 0 MASONRY O OTHER N A REMARKS: BUILDING PERMIAPPLI I CATION REXBURG, ID'"DATE f , THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED OR AS SHOWN AND APPROVED IN THE / ACCO PLANS AND SPECIFICATIONS. "„ 1) OWNER , , Arm a✓`:� /AVM? x"+ "` . it JOB ADDRESS Ili 0 NEW 0 COMM. ARCHITECT r • REMODEL 0 ADDITION D ATIONAL 0 GOVT Q REUGIOUS FOUNDATION 0 CONCRETE 0 MASONRY O OTHER kfA EMENT Q PARTIAL 0 FULL 0 NO A /4 FLOORS O WOOD CONCRETE THER l* EXT. WALLS INT. WALLS O wOOD `�� U N ETRY E 0 VENEER O METAL 10 STUCCO O WOOD O MASONRY ACRY CRETE WALL TER O TILE CEIUNG ROOF O WOOD gDRYWAU• O PLASTER O TILE `IACOUSTIC EN O BUILT UP. O WOOD SH. 0 COMP. SH. O TILE O ROLL ROOF. Q METAL HEAT 0 O GAS IL 0 COAL 0 FIREPLACE O ELECTRIC This rmit is issued subject to the regulations contained in �` t.. Pe subject eg llnErgaB uilding Code and Zoning Regulations of Rexburg, and it is hereby agreed that the work to be done as shown in the plans and specifications will be completed in accordance with the regulations pertaining and applicable thereto: The issuance of the permit does not waive restrictive covenants. t// DEPARTMENT OF BUILDING & ZONING VALUE FEE PAID BUILDING INSPECTOR CASH 0 REPAIR 14/e Phq(r DESIGNER O RENEWAIS 0 FIRE DAMAGE ❑ FENCE 0 PATIO Q CARPORT 0 GARAGE 0 AWNING INSULATED AP LiCANT ADDRESS WHITE - Owner's Copy CANARY — Building Department's Copy PINK — Assessor's Copy GOLDENROD- Inspector 4 WALLS CEILING O FLOORS O PERIMETER Date of Application 3 /Z$ o 2 AP•CATION FOR BUILDING PEA CITY OF REXBURG, IDAHO Permit No k---Oa - 0S OWNER Name ,64/61/ 407 � i u N 6 - 4 'e -'/,49,416 <Cf/,t / Site Address "AV 4sr?' / Eye,N6 w& J 7 ',t.a ' ,eJ /e.O / Mailing Address 2 29 1 em /C / 81jj44'rV'G- City /State /Zip , 7cgUR.G l/O cf34/(0C3 Telephone/Fax/Mobile ZG8 ' 2• 2C8 . ill, • ZrfQ 1 g� CONTRACTOR a s . ( r . Name 1, ` 5 C .Q.�� Mailing Address S3 4 - e9C City /State /Zip Telephone/Fax/Mobile PROJECT INFORMATION Property Zone: U Is existing use compatible with zoning, (screening parking, etc) YES G Upft l 7Z.Y Ge C 4 A01/2... A6P14gEL � 7o MK< r1P.47VN Architect/ Engineer Firm C� Aizetw Plan Name e* 4' 0IWD ,Ml'fi*Va1C6 ' BL4Lp /#!/(9.. When was this building last occupied Subdivision Lot Block Circle One Residential ommerci Educationa Government (Re odel Other Circle One Lot Square Footage Signature of Applicant New House Addition/Remodel to House Circle One Basement: Non Finish 1 Unfinished A/Cr Lot Width Square Feet A4).Z5Garage Square Feet ///4" Number of Stories * * * * * * * * * * * * * * * * * * * * ** Code /TV a Zone (J Building Type //— 7 R R. Signature of Inspector DEPARTMENT APPROVAL New Commercial Other: None/ Patio/ Carport/ Awning „ fAr f- 3 Height of Building 71 ' ?/Z Pa/ . What will structure be used for: ll // Home Home Business Apartment Commercial Other 067 £ / i'l r7C Will there be an apartment? O O7.���� ' If so, how many units Total Estimated Cost Are you in a flood plain a) 14‘,, CCieS 4542r1.//ter-. ) * **************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * ** Y*45367( * Building Permit Fees 1 ; y9 Plan Check Fees q Plumbing Permit Fees S6 R , / d Digging Permit Fees Water & Sewer Fees Front Footage Fee TOTAL $ (a1/9, Issued by Date of Application OWNER Name S V- (9AHO Lot Square Footage Code Zone Signature of Inspector APACATION FOR BUILDING PERT CITY OF REXBURG, IDAHO 002 O Site Address Mailing Address City /State /Zip Telephone/Fax/Mobile (20 CONTRACTOR PROJECT INFORMATION Building Type S 4C Q ~ 205 Name Mailing Address City /State /Zip Telephone/Fax/Mobile DEPARTMENT APPROVAL Property Zone: N lkifitt6 existing use compatible with t oning, (screening parking, etc) When was this building last occu ied CO N. 71 NI C1 Architect/ Engineer Firm = f — a f Plan N a m e j ) 9 jo(Z 4M Q 1 Subdivision (fit - (pr'` + 0 Lot Block Circle One Residential Commercial Educational Government Remodel Other Circle One / Cgmmercial Remodel Circle One Basement: None/ Finished / Unfinished Other: one Patio/ Carport/ Awning N/A Signature of Applicant New House Addition/Remodel to House New Commercial Lot Width Permit No. p/L l 1 /i 97L 9Cr Square Feet' 4- I -Rei Garage Square Feet V Number of Stories (2. Height of Building Q What will structure be used for: Home Home Business Apartment Commercial Other so ( c_A-Ti 01\ Will there be an apartment? P If so, how many units Total Estimated Cost 3 1,6 v Are you in a flood plain() Building Permit Fees Plan Check Fees Plumbing Permit Fees Digging Permit Fees Water & Sewer Fees TOTAL $ Issued by Rough Plumbing Septic Tank Fixtures Water Piping Complete Sewer Bath Tubs Urinal Showers Sink Trap Laundry Trays Water Heater Wash Basin Other Toilet Slop Sinks Kitchen Sinks Floor Drain Drinking Fountains Lawn Sprinklers Water Softeners Dish Washing Mach. Clothes Washer OWNER Name - " //141 Address � � � � t / ' + r • Tel . t ; f' Lot Bik. Add. PLUMBER Name Address Tel. NATURE OF INSTALLATION Use DESCRIPTION OF WORK FEES Plumbing Permit $ �< Sewer Inspection $ Inspection of Pipe $ Inspection of Fixtures • • • • • • • $ 3/' t- (s #).. $ Received: Date p By Rough Plumbing Sewer Other Finish Plumbing TOTAL $ INSPECTOR'S RECORD N MAY 1 ^ 2002 PAID 1 CITY OF REXBURO s INSP. NAME 4/11/2002 Jed Walker CRS Architects P.O. Box 2421 Idaho Falls, ID 83403 -2421 Val Christensen Building Official cc: John Millar Chris Huskinson Rulon Neilsen STATE OF IDAHO www.ci.rexburg.id.us P.O. Box 280 12 North Center Street Rexburg, Idaho 83440 Phone (208) 359 -3020 Fax (208) 359 -3022 e -mail rexburg@ci.rexburg.id.us Dear Jed, I have reviewed the drawings for the Mark Austin Building and have identified the following discrepancies_ or questions: 1 The electronics lab (room 202) is not shown to have fixed seating. The occupant load calculated using table 10 -A from the 199-7 Uniform Building Code (UBC) is 71. Provide 2 exits to this room. 2. The window jamb detail (A2) on page AE501 identifies 3 layers of gypsum board as 2- hr fire protection around the new structural members. This protection should also be extended to cover the structural angles around the opening. 3. On page G1002 the UBC Code Information identifies that the roof deck and trusses are to be fireproofed. How is this to be accomplished? 4. I'm not sure how the corridor and the ducts are constructed. With the details provided, I can't determine if the dampers are doing their job. Please provide details_ 5. Please respond to the items that the Fire Department has identified. I have attached a copy of their review to the back of this document. 6. Have the trusses that acquire the loads from the antennae installation been checked to see if they will support the additional weight. Please look into the above items and return two copies of any changes to me at City Hall. Thank you for your cooperation in this matter. If you have any questions please give me a call at 359 -3020 ext. 324. REXBURG MADISON COUNTY FIRE DEPARTMENT P.O. Box 280 26 North Center Rexburg, Idaho 83440 (208) 359 -3010 1997 Uniform Fire Code Plan Date: 2 -11 -02 Plan Review Review Date: 4 -6 -02 Building Name: AUSTIN BUILDING, BYU -I Building Address: NEAR FIFTH SOUTH AND CENTER Stories: 2.0 Type of Construction: II -N Occupancy Classification: B Existing Floor Area: N/A New Construction Floor Area: APPROXIMATELY 15,000 SQUARE FEET 1).Required Fire Flow (Appendix III -A): 2,500 GPM /TWO HOURS Comments: FIRE FLOW REQUIREMENTS MAY BE REDUCED UP TO 50 PERCENT IF AN APPROVED AUTOMATIC SPRINKLER SYSTEM IS INSTALLED. 2).Water Supply (Article 9, Section 903) Required: YES Fire Hydrant Location: C -41, C -48 Fire Hydrant Flows: OKAY Other Approved Water Source: NONE Water Supply Acceptable: YES Fire Hydrant Location Acceptable: YES Water Supply Comments: NONE 3.)Fire Apparatus Access Roads (Article 9 Section 902) Required: YES Acceptable: Width: YES Length: YES Surface: YES Turning Radius: YES Grade: YES Clearance: YES Turn Arounds: YES Complete Road Acceptable: YES 4).Access Roads and Water Supply, Including Fire Hydrants Are Required To Be Installed And Made Serviceable Prior To And During Time Of Construction (Article 9 Section 901.3): YES Comments: IF NOT INSTALLED PRIOR TO CONSTRUCTION A STOP WORK ORDER WILL BE ISSUED. 5),Installation Of Portable Fire Extinguisher (Article 10 Section 1002) Required: YES Location Acceptable: NOT SHOWN Type Provided Acceptable: NOT SHOWN Comments: EXTINGUISHERS PLACED AS REQUIRED BY THE 1997 UFC 6).Automatic Fire Extinguishing Systems: (Article 10 Section 1003 Required: YES Type Of System Being Installed: NOT SHOWN Sprinkler System Monitoring Required (Article 10 Section 1003.3) Required: YES Comments: HAVE BEEN VERBALLY TOLD THAT A SPRINKLER SYSTEM WILL BE INSTALLED ALTHOUGH NOT ON LINE UNTIL SUMMER OF 2003. REQUEST WRITTEN DOCUMENTATION OF THIS PROPOSAL. 8).Fire Alarm Systems (Article 10 Section 1007)Required: YES Type Of System Required: Manual: Automatic: Both: YES Type Of System Being Provided: Manual: Automatic: Both: YES Components Shown: Smoke Detectors: YES Heat Detectors: NO Fire Alarm System THIS APPLICATION, UNITS. Manual Pull Station: YES Sounding Devices: YES YES Door Holders: YES • • Visual Devices: Duct Detectors: UNKNOWN Flow Alarm: UKNOWN Acceptable: NO, STROBE UNITS NOT ACCEPTABLE IN PLEASE REPLACE ALL WITH COMBINATION HORN /STROBE 10).Other Corrections That Are Required By Special Occupancy Or Conditions /Comments: FIRE ALARM PLANS INCOMPLETE. PLANS DO NOT SHOW THE SIZE OF HORN /STROBES, HANDWRITTEN COMMENTS ARE MISLEADING. SOME AREAS NOT COVERED BY HORN /STROBE UNITS. MISSING SUBMITTALS FOR ALARM CONTROL AND TROUBLE SIGNALING EQUIPMENT, BATTERY CALCULATIONS, CONDUCTOR TYPE AND SIZES, VOLTAGE DROP CALCS, MANUFACTURERS, MODEL NUMBERS AND LISTING INFORMATION FOR EQUIPMENT, DEVICES AND MATERIALS, AND THE INTERFACE OF FIRE SAFETY CONTROL FUNCTIONS. PLEASE ADDRESS ALL COMMENTS ABOVE. Plans As Submitted Are Acceptable: NO Plans Checked By: CHRIS HUSKINSON Date: 4 - - 02 Please furnish comments back to the plan reviewer in the following manner: Written Comments: YES New Plans: YES • • Austin Building Remodel (Phase 1): In overview, this Inspector has only provided initial observations on this project, with a detailed site - review scheduled is the field with the General Supt this week. Preliminary inspection of the Mechanical features indicates materials and workmanship to be generally compliant and conforming. Review of the City Building Dept. records provides assurances that the work has been, and remains under inspection as required by the code. Observed last Friday was the drywall inspected as requested took place and was duly recorded. Also the records show that domestic water piping was properly tested. Unclear to this inspector is the schedule for testing of sanitary system, including venting. No Code or Life Safety Violations are known, and no corrections are known to be existing at this time. All BYUI Active Projects- CODE ADMIN.: For the record, it should be noted that this inspector has, and daily continues, to encounter NE Team Members, and Owners Representatives in performance of their roles of observation and site /project Quality Control Management and Assurance. Additionally, it may be worthwhile to note that several Ctr's have voiced appreciation for an increased presence by the City (enabled by recent expansion of City Staff) Building Dept. Representatives. The have evidenced this with outstanding cooperation on the site in communication and enabling supports on their part. Encounters and dialog with Owner Representatives of QA/QC continues. The contacts developed to date are with (in the field.) Mr. Lloyd Benson, Projects Coordinator, and Mr. Les Mecham, Projects Supervisor. The mutual goal driving this dialog is the development of scope and process to enable the staff of the City Building Official to provide the end -game documentation required of the City that the conditions of permit and the various Codes adopted, or implemented by the jurisdiction were met, or exceeded. The efforts are developing methods which are greatly appreciated by this Inspector, who is unfortunately burdened by laws of the Public Trust, with providing the City Building Official with evidence and fact to support the Inspector's statements of compliance and /or correction. While this inspector (and the City Building Official) recognize the higher standards espoused in the contracts issued by the Owner, it is personally unfortunate that Trust and Reliance are not the test of Code compliance, nor do those elements always assure the citizens of the Jurisdiction. Review of the history of the owner's record of construction in this jurisdiction certainly persuades this author that their operational standards and results are higher than the minimums which the codes address. Such recognition fails, without inspection, statement and documentation, to meet the requirements of this inspectors responsibility to the Building Official. 5 Cc: files: Multi Use Spori Hart Event Hart Fittness Austin 1 1 • Apologies are herewith extended to the reader, or reviewer, of this report for it's length, however it is initial in nature, and the author is persuaded that attendant clarifications (if not confusions) are warranted.- WJH This report is predicated upon field notes recorded electronically on cassette tape marked "BYUI -01" and additionally supported with pictures on camera (Kodak) cassette marked "723 -124" retained and filed in the Offices of The City Building Official or in the Office of the originating Inspector. 6 DATE: 06 AUG 02 City Of Rexburg Idaho Val Christensen, Building Official Building Department Site Observation Report MUF (Multi -Use Facility - BYUI): On -site 0730 hrs. Temporary Occupancy issued for this building on 02 AUG 02 for the purposes of enabling move -in by Owner (Review Inspection for permanent issue to schedule for no later than 23 AUG 02). Activities: Electrical Sub. Pulling wire for floor outlets on the first floor. Fire Alarm FACP scheduled for programming update on Wednesday 08 AUG 02. Re- location of Heat Detector in Elevator Machine Room code compliance completed 02 AUG 02, but Elevator Machine Room ceiling patch of former penetration by Detector remains uncompleted this date. Landscape Control Conduits penetrating the Building at the Machine Room /Sprinkler Control Room remain not in conduit as shown on Drawing Per Detail and not compliant (Code issue, temporarily deferred to Contract Authority) Installation of conduit for service to exterior and parking lighting continues per Plans & Specs. Note to QA: a short section of lighting conduit is exposed in the vehicle traffic way behind the building. It will be covered when finish grade is attained, but may presently be at risk. Civil: Grading and placement of retaining rock continues, along with compaction and dust suppression. Retaining walls reach heights of over 4', but no code problems observed. Question posed by this inspector regarding future landscape treatment at the NW cor. Of the building between the building and a 6 -9' high retaining wall, which must provide protection against approach by pedestrian traffic at the tip of the wall. Noted to the Supt. and flagged for future review. Mechanical: Insulation of piping continues and observed to be in compliance with regard to materials and workmanship per Mfgr's requirements. Inspector's concern noted in regard to required labels of piping, which has not been 1 • • Underground Piping: While this inspector has no knowledge of the underground, documentation assures that prior to his involvement it was properly inspected by the City Inspector and complied as tested. HVAC Ducting: Ducting is substantially complete in the basement and the majority of the first floor this date. While accessories such as control features and fire /smoke units are in place and, upon inspection this date, appear properly installed and plan and spec. compliant have not been tested. This inspector was unsure of the employment of powder- actuated fasteners for the support of lightweight ducting on the first floor, subsequent research of codes and standards supports their use and acceptance. All other supports are in compliance with no exceptions noted to date. Piping: Overhead service line installation was inspected throughout the basement and to completion sites this date on the first floor. The assemblies were found compliant in regard to pipe grade and joint assembly by visual observation as were the supports, with support spacing measured in the field. At the time of this report, the sprinkler pendant location (by tees -no drops yet installed) was observed but not reviewed in regard to Fire approved coverage locations. It was noted that all piping connection on the system were observed to have proper threading and sealing in place. The supports were properly spaced for support. HVAC Manufactured and approved (Spec'd) Unit Assemblies: None observed this date and this Inspector has not secured copies of approved Submittals from Ctr. as are required to document compliance and identification of approved units. Structural: Contractor continues forming of upper stories of this building. This inspector has established communications with the Special Inspectors in the field, and has satisfied himself that the inspections are correctly being performed and as required. Recent reports have been reviewed and found to comply with the recent three or four instances of reinforcement and concrete placement observed by this inspector. Stone Exterior Cladding: This inspector has inspected and reviewed the installation of the Stone installation over the last week and has found workmanship compliant. The embedded and attaching fasteners are properly installed and employed with the alignment pins properly working in assembly. Noted is the proper installation of the backing insulation. No caulking has taken place at this writing. Steel Framing (Interior walls): This work has been observed and inspected and randomly checked for dimensional compliance with plan dimension and no exceptions take. The wall framing is correct for spacing of studs and randomly 3 found to be true and plumb within acceptable code standards. Assembly and fasteners are compliant. No exceptions taken. Electrical: Conduit is in place to the first floor, observed to be properly fastened. The conduit attached to concrete walls has had the conductors installed in most instances, No conductors observed to be installed within the steel framing this date. No Building Code or Life Safety Corrections required or issued this date. Hart Fitness and Hart Event Projects: No inspections or observations performed this date. However, for the establishment of continuity of observations & the record. It is noted that previous inspections of Ducting Installation, piping assembly and supports have resulted in no issuance of corrections to date. Static hi- pressure Testing of Service line piping for hot and chilled water piping took place last week and the test results were compliant for fulfilling of Code requirements with the inspections now a part of Building Department files. Overall, the observations of this inspector resulted in a perception that the levels of workmanship, compliance, supply and alertness to the safety of the public and workers is maintained at a high level to date. In repeated instances, this inspector observed violation of entry and exit signs, properly posted to prevent students from using these exits for building traffic, being ignored by some of the students. It should be stated that no active work areas occupied by the contractor were observed being violated. This comment is referred to the Owner for their review. Mechanical: It is worthy of note, in the opinion of this Inspector, that the initial cooperation and assistance of the General Contractor, Ormond Builders, has been outstanding. In addition to providing the Rexburg City Building Dept. copies of approved submittals for Mechanical Units to enable adequate acceptance and ratification for Code Compliance, by local authority Their Supt. and Project Mgr. have provided site familiarization and support enabling effective observation, inspection and testing. This Inspector's appreciation is extended and noted for the record. HVAC Event Permit Upper and Lower Chord Duct Installation: Inspections and observations performed last week established that work and workmanship were both compliant and code conforming. Detailed and Visual inspection was carried out by this inspector, inclusive of measurement of support installation, and spacing. No corrections issued by this Inspector, or known to be pending at this time. 4 Date: 16 SEP 02 From: Bill Hamlin, Mech. Inspector To: Chris Huskinson, Fire Marshal Re: BYU -I Austin I Project. City of Rexburg Building Dept. Advisory Memo This inspector arrived on -site at 0600 hrs. this date to witness the operation of the Onan Electric Generator, which presently supplies emergency power to the Austin Engineering Building. (X -Panel supply) The generator was manually started by BUY -I's employee, Mr. Kent Leavitt. The generator started normally and ran for five minutes with all meters operating properly. This generator is rated for 17 KV output. Given the fact that the FACP has tested battery back -up, and some of the pathway evacuation lights also have emergency ballasts, it was felt that no shut down would be required at this time. When the second phase of this work is completed, the power should be shut down, in order to correctly test the Automatic Power Transfer Switch after full load is placed on the X- Panel, with the completion of all construction on this building. Prior to that work, it seems reasonable that thought be given to whether the existing Onan will provide sufficient power supply after all the new devices are enabled throughout the building. The following is a list of circuits now being supplied by the X -panel in the event of a power outage: 3. Radio room, second floor 13. Outlets Student BDF 5. Elevator Shut -down & Emergency corridor Lts. 7. Spare 15. FA Printer 9. Exit lighting & Night - lights on 2 "d . Floor. 19. & 20 Student BDF 11. FACP, 2 Floor. 4. Fire Alarm Booster Panel -Lower Mech. Rm. At this writing, the only element left to resolve for a permanent Occupancy is the completion of the Sprinkler tests. A one week, temporary CO was issued this date which is limited in scope to exclude any students or educational usage until Sprinkler tests are completed to your satisfaction. Noted for the record, is the observed cooperation accorded the City by the BYU -I authorities and staff to accomplish this inspection. 1 If you have any questions, please contact me. Bill Hamlin Cc: Val Christensen, CBO, City of Rexburg Les Mecham, Office of The Projects Coordinator, BYU -Idaho 2 City of Rexburg Building Dept. Advisory Memo Date: 17 SEP 02 From: Bill Hamlin, Mech Inspector To: Val Christensen, CBO Re: Hart Fitness Center R02 -05 -18 Mechanical Systems This Inspector arrived on site at the Sub - Contractor's (Atlas Mechanical)request for a Mechanical Inspection (final on piping). Arrival time was 0950 hrs. All piping had been previously pressure tested per code and specifications. Subsequent to the pipe pressure testing, the connections were made to the Mfgr'd and existing units. All heat and cool piping was inspected. Additionally, the plumbing piping was inspected and approved for cover and fixture installation. Several corrections regarding strapping etc. have been performed over the last two months, and inspected and approved over the construction duration. At this time only a handicapped bathroom has been covered, but it was found to conform during previous and on -going inspection. The vinyl pipe insulation covers remain to be installed as well as the required labeling for direction and containment. Some eight locations require additional or improved seismic bracing before building final. It is noted that this Sub - contractor to Ormond Construction has been outstandingly cooperative with the City and timely in regard to his requests for inspection. Bill Hamlin 1 17 September 2002 Cooper Roberts Simonsen Architects um Excellence in Planning and Design Val Christensen Building Official City of Rexburg P.O. Box 280 Rexburg, Idaho 83440 RE: Mark Austin Engineering and Technology Building — Main Level Addition and Remodel Response to City Review Comments Th m ll ent S dg i ate d 7 -in - 19-02. Fog clarit review Y we have retyped dated each rev 0 iew omme t (see bolded text)• Our comnts de19 7-19-02. response follows each review comment. Response to comments made by the Building Official, Val Christensen. 1. How is handicapped parking being addressed? The new addition identifies 176 new occupants and would require at minimum an addition 44 parking spaces. The ADA Standards for Accessible Design Section 4.1.2 requires that 2 handicapped parking spaces be provided. These spaces should be close to the building and located off an accessible exit and route. isle pave vebeen 1.a A van accessible added to the parking along the l east side of the site. An accessible curb cut and ramp have been provided near the parking stall on the east side of the site. We have issued a proposal request to the se. the acontractor ttached Proposal Request #003. curb cut and parking stalls by change order. Please Section 1103.2.3 of the 1997 Uniform Building Code requir enter. that Id % of all main entrances be handicapped accessible. With the addition, a entries and many more entrances out of individual rooms. The new configuration would require at least 3 accessible entrances. Section 1104.1.1 of the UBC states "When more than one exit or exit- access door is required from any accessible space, each accessible space shall be served f th s of the code, the s existi g building's r handicapped exit must not less than two the requirements o be used. This puts additional weight on the need to review the entire buildings egress system to today's code and therefore, drives the need for 3 handicapped entrances versus the 2 shown. 2.a accessible existing main entrance and accessible a means of northeast corner of the building is an The existing basement level existing enttrance acce hn located at the northwest corner of the building is an existing accessible entrance and accessible means of egress. Although accessible m a o on for the this level and portions entrance and accessible of the main level located in the north wing of the building. The new door out of the south end of the new addition is an accessible egress only door. There are sufficient accessible means of egress to meet the code requirement. 3. The code compliance page identifies the woodworking i with diagonal d v e oc upan The two exits required are too close to comply woodworking environment combined with a finishing room creates an egress concern. An outside exit to this room is needed. 3.a The woodworking lab was mislabeled on the code compliance sheet. The woodworking lab has ten workbenches that are secured to the floor. Also in the woodworking lab are various pieces of equipment. The woodworking lab therefore has fixed seating and the occupant load can be calculated by counting the number of fixed seats (see UBC paragraph 1003.2.2.2.3). The workbenches are approximately 6' -0" x 6' -0" in size. Assuming that four students could utilize each bench at any given time the occupant load would be forty students plus one professor. However, it should be noted that there are only two clamps per workbench. Only two students can utilize each of the workbenches (i.e. twenty students plus one professor). The university prefers to keep enrollment below twenty students to allow each student the opportunity to utilize the equipment and to allow adequate supervision of the use of the equipment. Please see the attached Class Enrollment Form for enrollment in the lab from Winter Semester 2000 through Fall Semester 2002. In any case the occupant load for the woodworking lab is below 50 occupants and therefore only one means of egress is required. The record documents for the building dated 08/1971 show a door leading from Finishing Room 140E to Woodworking Lab 140. At one point the door was filled in. We have issued a proposal request to the contractor and will add a door by change order. Please see the attached Proposal Request #001. 4. Sheet S501 does not contain Detail D5 as identified on Sheet S1.01. 4.a Addendum #002 changed the detail callout from D5/S501 to D6/S501. See Addendum #002 attached herewith. 5. Are existing hallways constructed in a manner to allow them to be used as corridors by today's code? 5.a The existing walls that form the existing hallways continue to the underside of the roof deck as required for corridor construction. The openings into the existing hallways are not fire -rated as required for corridor construction. As part of this work door numbers 180A, 181AA, 174A, 170A, and 171 AA that open into Hallway 1M will be new 20- minute fire -rated doors with closers. None of the other existing doors will be upgraded at this time. The existing hallways 1 BC, 1 Q, 1 M, 1 BA, 10, 1E, 1F, 1FA, 1H, and 1J will receive a fire -rated ceiling system as specified in Section 09512. We have issued a proposal request to the contractor and will change the ceilings by change order. Please see the attached Proposal Request #002. Also, hallways 1 BC, 10, 1 M, and Study Area 110A will receive the installation of a wet -pipe fire sprinkler system. We believe that we have improved safety with the installation of the fire sprinkler system and the fire -rated ceiling suspension system. (Note: The 2000 International Building Code specifies a fire- resistance rating of zero (0) hours in B occupancies when an automatic sprinkler system is installed throughout). 6. Stair sections identify 10" runs or treads. Section 1003.3.3 of the UBC requires a minimum of stair run of 11 ". 6.a The tread has been changed to 11 ". See the attached Architect's Supplementary Instruction #001 7. Please see the Fire Department review that I have attached to the back of this document. 7.a See below for response to Fire Department review comments. Response to comments made by the Rexburg Madison County Fire Department (Chris Huskinson). 1. Required Fire Flow (Appendix Ill -A): 2,750 GPM /two hours. Comments: Fire flow requirements may be reduced by 75% percent if entire building has an approved automatic sprinkler system is installed. 1.a There is an existing and operational automatic sprinkler system installed on the basement and second levels of the facility. Upon completion of this phase of the work an automatic sprinkler 700 . 34 system will be installed and operational in the existing hallways of the main level and in the entire addition as described on drawing sheets P -105 and P -106 and in Specification Section 15300, Part 1.02 Summary. BYU -Idaho performs tests on all fire risers on a quarterly basis. The past two years of tests on the existing fire riser in the Mark Austin Engineering and Technology Building has yielded a static pressure that has ranged from 105 PSI to 135 PSI and a residual pressure that has ranged from 75 PSI to 105 PSI. Based upon the static and residual pressures at the existing fire riser, we anticipate that the fire flow in the new fire riser will have similar pressures and therefore meet or exceed the 2,750 GPM /two hour requirement. 2. Water Supply (Article 9, Section 903) Required: Yes. Fire Hydrant Location: C-41, C -48. Fire Hydrant Flows: Okay. Fire Flow Test Location: Same as Above. Fire Flow Supplied By: BYU -I /City. Other Approved Water Source: Yes. Water Supply Acceptable: Yes. Fire Hydrant Location Acceptable: Yes. Water Supply Comments: None. 2.a No response required. 3. Fire Apparatus Access Roads (Article 9 Section 902) Required: Yes. Acceptable: Width: Yes. Length: Yes. Surface: Yes. Turning Radius: Yes. Grade: Yes. Vehicle Vertical: Yes. Clearance: Yes. Turn Arounds: N /A. Complete Road Acceptable: Yes. Comments: None. 3.a No response required. 4. Access Roads and Water Supply, Including Fire Hydrants Are Required to Be Installed And Made Serviceable Prior to and During Time of Construction (Article 9 Section 901.3): Yes. Comments: Please provide access to building during construction phase. 4.a The southeast corner of the building site will be fenced off during construction (see drawing sheet Gl001). Three separate access gates will be provided (see drawing sheet GI001). The rest of the building will be completely accessible. 5. Installation of Portable Fire Extinguishers (Article 10 Section 1002) Required: Yes. Location Acceptable: Not Shown. Type Provided Acceptable: Not Shown. Comments: Please provide minimum of 2A10BC every 75 feet of travel distance. 5.a Portable Fire Extinguishers will be provided during and after construction. See specification Section 01500 — Temporary Facilities and Controls paragraph 3.2, C. for fire extinguishers to be utilized during construction. See specification Section 10523 — Fire Extinguishers and Cabinets for fire extinguishers to be installed as part of the completed project. A proposal request has been issued to the contractor and we will add two fire extinguishers and cabinets by change order. See the attached Proposal Request #005. 6. Automatic Fire Extinguishing Systems: (Article 10 Section 1003) Required: Yes. Type of System Being Installed: blank. Sprinkler System Monitoring Required (Article 10 Section 1003.3) Required: Yes. Comments: blank 6.a The type of fire sprinkler system being installed is specified in specification Section 15300 — Fire Sprinkler System. There is an existing and operational automatic sprinkler system in the basement and second levels of the facility. Upon completion of this phase of the work an automatic sprinkler system will be installed and operational in the existing hallways of the main level and in the entire addition as described on drawing sheets P -105 and P -106 and in Specification Section 15300, Part 1.02 Summary. The type of fire sprinkler system specified is a Wet -pipe fire sprinkler system per NFPA 13. The successful bidder for the project will prepare submittals as described in specification Section 15300. The submittals will contain information as outlined in NFPA 13 chapter 8. The submittals (drawings and hydraulic calculations) will be submitted to each Authority Having Jurisdiction. The final design of the fire sprinkler system will incorporate all the requirements of the Authority Having Jurisdiction. Work will only be preformed from the reviewed documents. 7. Standpipes (Article 10 Section 1004) Required: No. Type Required: blank. Comments: blank. WEST SALT LAKE ,.x.8''0 B STREET !DA 7.a No Response Required. 8. Fire Alarm Systems (Article 10 Section 1007) Required: Yes. Type of System Required: Manual: Automatic: Both: Both. Type of System Being Provided: Manual: Automatic: Both: Both. Components of System Shown: Smoke Detectors: X. Heat Detectors: X. Manual Pull Station: X. Sounding Devices: X. Visual Devices: X. Door Holders: X. Duct Detectors: X. Flow Alarm: X. Sprinkler Valve Monitoring: X. Fire Alarm System Acceptable: No, See Comments Below. 8.a No Response Required. 9. Other Corrections That Are Required by Special Occupancy or Conditions: Please address the following items: 1. Sprinkler System — It is my understanding the basement, second floor and the new addition will be fully sprinklered. What is the time frame to complete the entire building? Please provide details in writing to this office. 2. Fire Alarm System — Please replace all strobe notification devices throughout facility with horn /strobe combination units. I would also like to meet with a representative to discuss the placement of all devices and pull stations. Also provide alarm control and trouble signaling equipment, annunciation, power connection, battery calculations, conductor type and sizes, manufacturers' model numbers and listing information for all equipment, devices and materials, and the interface of fire safety control functions. 9.a See the attached letter from Brigham Young University -Idaho dated September 13, 2002. 9.b We have issued a proposal request to the contractor and will change the strobe units to horn /strobe combination units by change order. Please see the attached Proposal Request #004. Conductor type and sizes are specified in Specification Section 16120 — Basic Materials and Methods paragraph 2.02, A and B. The contractor will provide submittals for the alarm control and trouble signaling equipment, battery calculations, Voltage drop calculations, manufacturers, model numbers and listing information for equipment, devices and materials, and the interface of the fire safety control functions. See specification Section 16720 — Alarm and Detection Systems paragraph 1.06 for submittal requirements. Thank you, jedd alan walker, AIA Project Manager EST ' SALT LAKE ciry, 260 STREE Cooper Roberts Simonsen Architects ME Project: To: From: Mark Austin Engineering & Technology Building — Main Level Addition and Remodel BYU -Idaho Rexburg, Idaho 83460 -8205 Date: 16 September 2002 Bateman -Hall, Inc. 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 Cooper Roberts Simonsen Architects P.O. Box 2421 Idaho Falls, Idaho 83403 -2421 Page(s): One (1) 8 1 /2" x 11" sheet and three (3) 8 1 /2" x 11" drawing sheets. Please submit an itemized quotation for changes in the Contract Sum and /or Time incidental to the proposed modifications to the Contract Documents as described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN Description: 1. Provide a price to provide and install a new door with new hardware between Finishing Room 140E and Woodworking Lab 140 as described in the attached drawing sheets AD101.1, AE101.1, and AE601.1. Door to receive hardware as part of hardware group 4. 2. Provide a price to change door 140A to a 60- minute fire -rated door. Reason: 1. Local Code Authority requirement. 2. Local Code Authority requirement. End of Proposal Request: Issued by: Jedd Alan Walker Cooper Roberts Simonsen Architects Fax to: Doil Clements Bill Anderson Lloyd Benson (208) 496 -2982 (208) 496 -2490 PROPOSAL REQUEST #001 1\ Server \projects \802- 0281Text \08 - Construction Administration \Proposal Owner's Project No.: Rudy Puzey Chuck Frost 2386 Architect's B02 - 028 Project No.: (208) 523 -2681 Fax (208) 524 -4435 Please submit your proposal within ten (10) calendar days or notify the Architect of the date on which you anticipate submitting your proposal. NORTH �Z a ar r » rz - , . '.lE l S�:v ,rNa, ..:,f. .3 �Y�r- ..../. .. .LI j_. "i -..... .,.7. �)= ,� ,i f .. v.. .. 355-5915 2 260 _T.. IDAHO , . �._E, h.i,' -4'g�i ,� _.. �1� i � ���t7c�. ,., k..sd -_2 s FAX <:; (208) 496 -1860 (208) 496 -1185 PROJECT STORAGE 140D SCALE: Y8" = 1' -0" FINISHING ROOM 140E LJ REFERENCE NOTES 20. SAWGUT REMOVE EXISTING CONCRETE TO ACCOMMODATE ELECTRICAL WORK, SEE ELECTRICAL PLANS. 21. SAWGUT OPENING IN EXISTING MASONRY WALL, REMOVE AND DISPOSE. COORDINATE SIZE WITH DOOR AND WINDOW SCI-1EDULE. COORDINATE LOCATION WITH CtIJ COURSING UNLESS NOTED OTHERWISE. COORDINATE HEADER WITH STRUCTURAL. 22. REMOVE CABINETS AND COUNTERTOP. Cooper Roberts Simonsen Architects 260 B STREET IDAHO FALLS, IDAHO 83402 (208) 524 -4621 FAX (208) 523 -3681 www.crsarchitects.com MARK AUSTIN ENG. & TECH. BUILDING MAIN LEVEL ADDITION AND REMODEL PROJECT NO: B02 -028 CAD DWG FILE: PR.001.AD101.1 DRAWN BY: JAW CHECKED BY: JAW PARTIAL MAIN LEVEL DEMOL!T!ON FLOOR PLAN 1 WOODWORKI LAB 140 DATE: SEPT. 16, 2002 AD101.1 PROJECT STORAGE 140D SCALE: Ye = r-0° Cooper Roberts Simonsen Architects 260 B STREET IDAHO FALLS, IDAHO 83402 (208) 524 -4621 FAX (208) 523-3681 www.crsarchitects FINISHING ROOM 140E MARK AUSTIN ENG. & TECH. BUILDING MAIN LEVEL ADDITION AND REMODEL PROJECT NO: B02 -028 CAD DWG FILE: PR.001.AE101.1 DRAWN BY: JAW CHECKED BY: JAW PARTIAL MAIN LEVEL FLOOR PLAN LUOODLUORKI LAB 140 DATE: SEPT. 16, 2002 AE101.1 DOOR Sc • Z DOOR _1 0 Lt w u f- w u z Q IY DETAILS LL1 >._ oz o w —I Z) Ti N ( HEAD JAMB D O = co Lu ? REMARKS AREA "A" IA A D3 • SI G3 F2 I FR20 F6 /AE602 E6 /AE602 RI IA B D3 • SI G3 F2 I FR20 F6 /AE602 E6 /AE602 RI IA C D3 • SI G3 F2 2 FR20 F6 /AE602 E3,E6 /AE602 RI IA D D3 • 51 G3 F2 2 FR20 F6 /AE602 E3,E6 /AE602 RI IE A D3 • SI G3 F2 3 FR20 Dl /AE602 E6 /AE602 RI IF A DI • 51 FI 8 FR20 C4 /AE602 G4 /AE602 IJ A D3 • SI G3 F2 5 FR20 E5 /AE602 E6 /AE602 110 A DI • SI FI q FR20 E3 /AE602 D3 /AE602 138 A D2 • 52 8 Fr• D2 /AE602 DI /AE602 ,` S FR6C •. • C_A .O R2 40 B DI • 91 8 FR6C C4 /AE602 C4/ E602 AR SCALE: DESCRIPTION 5 SIZE SI 3' -0" x l' -0" x 13/4" 92 4' -0" x T-0" x 13/4" 53 MATCH EXISTING 54 3' -0" x 4' -0" 55 3' -8" X l' -0" 51 3' -0" X 6' -10" (FIELD VERIFY) G GLAZING GI SINGLE PANEL TEMPERED GLASS FIRE RATED 45 MINS Xi" = I'-O" Cooper Roberts Simonsen Architects 260 B STREET 208 A 2 (20) 524 4-4-4 621 FAX 2 08 8 52 () 52 3.3681 www.crsarchitects.com MARK AUSTIN ENG. & TECH. BUILDING MAIN LEVEL ADDITION AND REMODEL PROJECT NO B02 -028 DATE: SEPT. 16, 2002 CAD DWG FILE: PR.001.AE601.1 DRAWN BY: JAW CHECKED BY: JAW PARTIAL DOOR S r H F fl l II E A E 6 01 ■ 1 • I Cooper Roberts Simonsen Architects ■ Project: Date: 16 September 2002 To: From: Mark Austin Engineering & Technology Building — Main Level Addition and Remodel BYU -Idaho Rexburg, Idaho 83460 -8205 Bateman -Hall, Inc. 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 Cooper Roberts Simonsen Architects P.O. Box 2421 Idaho Falls, Idaho 83403 -2421 Page(s): One (1) 8 '/2" x 11" sheet. PROPOSAL REQUEST #002 \ \Serverlprojects \B02- 028 \Text \08 - Construction Administration \Proposal Owner's 2386 Project No.. Architect's B02 -028 Project No.: Please submit an itemized quotation for changes in the Contract Sum and /or Time incidental to the proposed modifications to the Contract Documents as described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN (208) 523 -2681 Fax (208) 524 -4435 Description: 1. AE603 — Finish Schedule: a. Provide a price to change the ceiling from `07' to '02' in the following locations: 110A, 1BA, 1BC, 1D, 1E, 1Q, 1S, and 1M. Reason: 1. The ceilings in the hallways need to be a fire -rated ceiling to comply with the local code authority's request. Please submit your proposal within ten (10) calendar days or notify the Architect of the date on which you anticipate submitting your proposal. End of Proposal Request: Issued by: Jedd Alan Walker Cooper Roberts Simonsen Architects Fax to: Doil Clements Bill Anderson Lloyd Benson 260 r sT , SALT LAKE rri, 260 5 STREET IDAHO FALLS; (208) 496 -2982 (208) 496 -2490 Rudy Puzey Chuck Frost (208) 496 -1860 (208) 496 -1185 Cooper Roberts Simonsen Architects ME Project: Date: 16 September 2002 To: From: PROPOSAL REQUEST #003 \ \Server \projects \B02 - 028 \Text \08 - Construction Administration \Proposal Mark Austin Engineering & Technology Owner's 2386 Building — Main Level Addition and Project No.: Remodel BYU -Idaho Rexburg, Idaho 83460 -8205 Bateman -Hall, Inc. 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 Cooper Roberts Simonsen Architects Architect's B02 -028 P.O. Box 2421 Project No.: Idaho Falls, Idaho 83403 -2421 Page(s): One (1) 8 %" x 11" sheet and two (2) 8'/2" x 11" drawing sheets. Please submit an itemized quotation for changes in the Contract Sum and /or Time incidental to the proposed modifications to the Contract Documents as described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN (208) 523 -2681 Fax (208) 524 -4435 Description: 1. Provide a price to provide and install an ADA accessible curb cut and ramp as shown on the attached drawing sheets AS101.1 and AE502.1. Reason: 1. Local code enforcement requirement. Please submit your proposal within ten (10) calendar days or notify the Architect of the date on which you anticipate submitting your proposal. End of Proposal Request: Issued by: Jedd Alan Walker Cooper Roberts Simonsen Architects Fax to: Doil Clements Bill Anderson Lloyd Benson NORTH _ � 260 7 STREET LAKF (208) 496 -2982 (208) 496 -2490 8, 03 Rudy Puzey Chuck Frost FAX120 2 (208) 496 -1860 (208) 496 -1185 28. SAWGUT EXISTING CON BETE SIDEWALK AND CURB AS REQUIRED T. INSTALL NEW ADA ACCESSIBLE CURB CUT. 29. SAW GUT BRICK PAVERS AS REQUIRED TO ACCOMMODATE NEW ADA ACCESSIBLE CURB GUT. 30. NEW ADA ACCESSIBLE CURB CUT. SEE DETAIL E4 /AE502. > 31. VAN ACCESSIBLE PARKING STALL BT OWNER. > 32. VAN ACCESSIBLE ACCESS ISLE BY OWNER. > 33. ACCESSIBLE PARKING STALL BT OWNER. 34. ACCESSIBLE ACCESS ISLE BY OWNER. 35. EXISTING PARKING STRIPING. SCALE X _ I' -O" 36. EXISTING CROSSWALK. Cooper Roberts Simonsen Architects it 260 B STREET IDAHO FALLS, IDAHO 83402 (208) 524 -4621 FAX (208) 523-3681 www.ersarchitects.com REFERENCE NOTES MARK AUSTIN ENG. & TECH. BUILDING MAIN LEVEL ADDITION AND REMODEL PROJECT NO: B02 -028 CAD DWG FILE: PR.003.AS101.1 DATE: SEPT. 16, 2002 DRAWN BY: JAW 1 CHECKED BY: JAW PARTIAL SITE 1 AS 101 . 1 PL AN i 0 D 0 0 G) m m - o Zl O O D m 01 O 0 m m N O O N D_D z m m > z o o z _ I G) O pp Z H zm M • 00 • c O m O � mz m0 HANDICAP SIDEWALK RAMP AE502- -E4 -32 MAXIMUM SLOPE OF ADJOINING GUTTERS WALKS AND ROAD SURFACES SHALL NOT EXCEED I: 20 SLOPE GONG. SIDEWALK 6" GONG. CURB m N 0 N Cooper Roberts Simonsen Architects MI Project: Date: 16 September 2002 To: From: Page(s): One (1) 8 1 /2" x 11" sheet. Please submit an itemized quotation for changes in the Contract Sum and /or Time incidental to the proposed modifications to the Contract Documents as described herein. Description: 1. E -112 — Main Floor Fire Alarm Remodel Plan — Area "A" a. Provide a price to change all of the strobe units to horn /strobe units. 2. E -113 — Main Floor Fire Alarm Remodel Plan — Area "B" a. Provide a price to change all of the strobe units to horn /strobe units. Reason: 1. Local code enforcement requirement. 2. Local code enforcement requirement. Please submit your proposal within ten (10) calendar days or notify the Architect of the date on which you anticipate submitting your proposal. End of Proposal Request: Issued by: Jedd Alan Walker Cooper Roberts Simonsen Architects Fax to: Bateman -Hall, Inc. 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 Doil Clements Bill Anderson Lloyd Benson (208) 496 -2982 (208) 496 -2490 PROPOSAL REQUEST #004 \ \ Server \projects \802- 028 \Text \08 - Construction Administration \Proposal Mark Austin Engineering & Technology Owner's 2386 Building — Main Level Addition and Project No.: Remodel BYU -Idaho Rexburg, Idaho 83460 -8205 Cooper Roberts Simonsen Architects Architect's B02 -028 P.O. Box 2421 Project No.: Idaho Falls, Idaho 83403 -2421 THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN Rudy Puzey Chuck Frost (208) 523 -2681 Fax (208) 524 -4435 (208) 496 -1860 (208) 496 -1185 Cooper Roberts Simonsen Architects ME Project: Date: 16 September 2002 To: From: Page(s): End of Proposal Request: Issued by: Fax to: Mark Austin Engineering & Technology Building — Main Level Addition and Remodel BYU -Idaho Rexburg, Idaho 83460 -8205 Bateman -Hall, Inc. 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 Cooper Roberts Simonsen Architects P.O. Box 2421 Idaho Falls, Idaho 83403 -2421 One (1) 8'/2" x 11" sheet and two (2) 8 1 /2" x 11" drawing sheets. Please submit an itemized quotation for changes in the Contract Sum and /or Time incidental to the proposed modifications to the Contract Documents as described herein. THIS IS NOT A CHANGE ORDER NOR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED HEREIN Description: 1. AE102.1 — Main Floor Plan Area "B" a. Provide a price to add two fire extinguishers and cabinets to the floor plan as described on the attached drawing sheets AE102.1 and AE502.1. Reason: 1. The original contract documents did not show fire extinguisher locations. Please submit your proposal within ten (10) calendar days or notify the Architect of the date on which you anticipate submitting your proposal. Jedd Alan Walker Cooper Roberts Simonsen Architects Doil Clements Bill Anderson Lloyd Benson 260 .,'TREE- (208) 496 -2982 (208) 496 -2490 PROPOSAL REQUEST #005 \ \Server\projects \B02- 028 \Text\08 - Construction Administration \Proposal Owner's 2386 Project No.: Architect's B02 -028 Project No.: Rudy Puzey Chuck Frost 1621' (208) 523 -2681 Fax (208) 524 -4435 (208) 496 -1860 (208) 496 -1185 SCALE: )8" = 1'-O° Cooper Roberts Simonsen Architects 1 1 1 1 AE5O3 151K C;USIvuJAL 143 15cIE PROJECT NO: B02 -028 DRAWN BY: JAW 151D STC • REFERENCE NOTES 21 l• ) 30. FIRE EXTINGUISHER AND CABINET. SEE DETAIL G3 /AE5OI. 31. FIRE EXTINGUISHER AND CABINET. SEE DETAIL F4 /AE502. COORDINATE EXACT LOCATION WITH CIIU COURSING. MARK AUSTIN ENG. & TECH. BUILDING MAIN LEVEL ADDITION AND REMODEL DATE: SEPT. 16, 2002 CAD DWG FILE: PR.005.AE102.1 CHECKED BY: JAW 260 B STREET IDAHO FALLS, IDAHO 83402 (208) 524 -4621 FAX (208) 523 -3681 www.crsarchitects.com PARTIAL MAIN FLOOR AE 1 O� 1 n " PLAN AREA "3" rn > 0 ° X FO 0 0 b co cri o D m Or Nr—I m 01 0 Lla 1" ■ C D W O N 0 D m m 0) N O O D_D Z !� mD M � D z Dm HG) O 90 Z H z D= M • 00 O I- D m z G) 8" RUNNING BOND CMU COURSING. TIP. PLAN VIEWS FIRE EXTINGUISHER CABINET 4" RUNNING BOND CMU COURSING. TIP. Cooper Roberts Simonsen Architects ® ARCHITECT'S SUPPLEMENTARY Project: Date: 16 September 2002 To: From: \\ Server \projects1B02- 0281Text \08 - Construction Administration Supplementary Instructions\Architect's Mark Austin Engineering & Technology Owner's 2386 Building — Main Level Addition and Project No.: Remodel BYU -Idaho Rexburg, Idaho 83460 -8205 Bateman -Hall, Inc. 1405 Foote Drive Idaho Falls, Idaho 83402 -1829 INSTRUCTION #001 Cooper Roberts Simonsen Architects Architect's B02 -028 P.O. Box 2421 Project No.: Idaho Falls, Idaho 83403 -2421 Page(s): Two (2) 8 1/2" x 11" sheet and three (3) 8 ' /2" x 11" drawing sheets. (208) 523 -2681 Fax (208) 524 -4435 The work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Proceeding with the Work in accordance with these instructions indicates your acknowledgement that there will be no change in the Contract Sum or Contract Time. Description: 1. Section 08701 — General Hardware Requirements a. Add the following to paragraph 1.2 definitions, "F -82 (D53) Entrance Lock — Turn /push button locking: pushing and turning button locks outside knob /lever requiring use of key until button is manually unlocked. Push - button locking: pushing button locks outside knob /lever until unlocked by key or by turning inside knob /lever ". 2. AE303 — Wall Sections a. Detail E5 — Stair Section: i) Change the text that reads "10 treads = 8' -4 "" to read as follows, "10 treads = 9'- 3"". See the attached drawing sheet AE303.1. ii) Change the text that reads "3' -6 "" to read as follows, "3' -9 " ". See the attached drawing sheet AE303.1. 3. AE501 — Wall Types and Construction Details a. Detail B1 — Stair Detail. Replace the Stair detail with the attached detail. See drawing sheet AE501.1. 4. AE503 — Details a. Detail E5 — Stair Section: i) Change the text that reads "10 treads = 8' -4 "" to read as follows, "10 treads = 9'- 3"". See the attached drawing sheet AE503.1. ii) Change the text that reads "3' -6 "" to read as follows, "3' -9 " ". See the attached drawing sheet AE503.1. Reason: 1. Clarification. 2. Code Compliance. 3. Code Compliance. 4. Code Compliance. JI , 0 NORTH 700 WEST SALT LAKE .. ( J. } -r 41 260 3 STREET *.ID,A,HO FALLS, .:.'Ai .....,........cPte:i.e...,. 1621' E Cooper Roberts Simonsen Architects ME Fax to: End of Architect's Supplementary Instruction: Issued by: jedd alan walker, AIA Cooper Roberts Simonsen Architects Doll Clements Bill Anderson Lloyd Benson ARCHITECT'S SUPPLEMENTARY INSTRUCTION #001 \ Server\ projects1E302-028lText108 - Construction Administration \Supplementary InstructionslArchitect's (208) 496-2982 (208) 496-2490 Rudy Puzey Chuck Frost 700 NORTH 200 \t/EST " SALT LAKE CITY, UTAH 84103 (801) 355-591'5 FAX (801] 355-.5915 220 3 STREET IDAHO PALS, 103380 83403 ° (208) 524•4621' FAX (208) 5233681 www.crsorchitects,c(prri (208) 496-1860 (208) 496-1185 m w 0 n m n m o W m 0 N co 1,L 0 0 0 (D D0- M (D N a H o me r —I o O m H G) OSo z m Oi m OJ • 0' O m z r0 J' I TREAD + 12 "' 9 \ \ \ \ \ \\ \ \ \ \ \ /, \ \ \/ \ \ \ i\ i\A \ i\ / A \i / \ \ \ � / \ Ai �i\i�AAAi AA A \ A \A \ A \ A \ / \ / \ A \ A \/ 1 STAIR DETAIL I- 1/2 " =1' -0" RUBBER TREAD AE5OI - 51 - 08 SCALE: 11/2" = 1 -0" Cooper Roberts Simonsen Architects ,,:` 260 B STREET IDAHO FALLS, IDAHO 83402 (208) 524 -4621 FAX (208) 523-3681 www.crsarchitects.com MARK AUSTIN ENG. & TECH. BUILDING MAIN LEVEL ADDITION AND REMODEL PROJECT NO: B02 -028 DATE: SEPT. 16, 2002 CAD DWG FILE: ASI.001.AE501.1 DRAWN BY: JAW CHECKED BY: JAW STAIR DETAIL DETAIL B1/AE501 AE501.1 - CI D rncn-I DDD r r = x m m wX n--1 000 wz2J D Z x < C r —1 D z 0 m 0 z H G) O• z z O i m W • c O r 0P mz r— G) N b cn IIGAL PLANS FOR \TING SYSTEM 16' -2" I' -IO" AUSTIN BUILDING, ROOM 140 CLASS ENROLLMENT CONST 100, 101, 200, 201 9/12/02 Course Title Semester . Winter 2000 . Fall 2000 Winter 2001 1 Winter 2002 Summer 1g 2002 Fall 20,02 Const I00 -1 Woodwork Fundamentals — 9 — 14 — — Const 100 -2 Woodwork Fundamentals — 14 — — Const 101 -1 Woodwork Fundmanentals 16 — 13 — — Coast 100 -201 Vt'oodwork Fundamentals — — — — — 17 Const 100 -301 Woodwork Fundamentals — — — — — 12 Const 200 -1 Advanced Woodworking 16 — 14 15 7 — Const 201 -1 Cabinetmaking 8 9 14 10 -- — AUSTIN BUILDING, ROOM 140 CLASS ENROLLMENT CONST 100, 101, 200, 201 9/12/02 Sep -13 -2002 04:35pm From -RICKS COLLEGE PHYSICAL PLANT T -739 P.002 F -603 BRIGHAM YOUNG UNIVERSITY Office of Safety and Fire Protection IDAHO September 13, 2002 Jedd Walker Cooper/Roberts P.O. Box2421 Idaho Falls, Idaho 83401 Ref BYU -Idaho Austin Building Renovations Dear Mr. Walker, The Mark Austin Technical Education Building was originally constructed in 1969. At that time a fire sprinkler system was installed in the area of the wood shop, but the remainder of the building did not have sprinlder protection. In 1994 the basement area of the Mark Austin Building was renovated to create computer laboratories for engineering students. At that time additional fire sprinkler system protection was provided for that portion of the building. This year, (September, 2002) the second floor of the Austin Building was completely remodeled and a fire sprinkler system was incorporated into the project to provide coverage for that area of the facility. A significant addition to the building is planned for the immediate future and that project will include a fire sprinkler system for the new addition as well as for areas on the first floor of the Austin Building immediately adjacent to the new addition. Renovation of the fire protection system riser has been completed to accommodate these and future remodel projects in the rest of the building. There remain, however, areas of the original building that have not been remodeled and are not currently covered by fire sprinkler systems. It is anticipated that these areas will be upgraded at some future point in time as it is the goal of the university to expand fire sprinkler protection to the remainder of the building when institutional funds can be allocated for that purpose. Because renovation of the unsprinklered areas is not being specifically planned at the current time there is no definitive schedule for expansion of the fire sprinkler system to those areas. If I am able to provide additional information or answer questions regarding fire protection in the Austin Building, please feel free to contact the university safety office_ Yours, - Tom Leman Thomas E. Leman, Safety Officer BYU -Idaho Office of Safety and Fire Protection, Rexburg, Idaho 83460 -8220 Phone: 208-496 -2457; Fax: 208 -496 -6457; ]_,Mail_ 7cmnm@byuicdu City of Rexburg Building Dept. Advisory Memo Date: Sept.11,2002 From: Bill Hamlin, Inspect To: Cris Huskinson, Fire Marshal & Val Christensen, Building Official Re: Fire inspection @ Austin Bldg, BYU -I Phase I This date, the Fire Alarm System inspection was completed to the extent noted herein, the author acting for the City of Rexburg Fire Marshal. With two exceptions the items noted by the Fire Marshal On 9/10/02 were addressed and approved. Two corrections remain unaddressed: a. The elevator fire screen at the second floor deployed as far as the damaged screen allowed, and a new screen is expected to be installed next week. (noted that the screen on 1 floor did not deploy, but it only deploys when activated by the first floor lobby SD.) b. As of the time of this report (1130 hrs.) the Building is not connected to the facilities central CPU and neither reports, nor is it monitored. It is noted that inspection revealed that all corridor lighting, and the Fire Alarm System are connected to X- Panel, or emergency circuitry wherein power in time of service failure is provided by an Onan Generator in the Mechanical room, when this unit is activated by the Transfer Switch, also in the Mech. Room. Given that both evacuation lighting (including exit signs) and the FACP are connected to this circuitry, I suggest that a test of the transfer is required. This last is for review and evaluation by the Fire Marshal. Attached to this report are the calculations and documentation required by the Fire Marshal. 1 END -WJH L-WASATCH ELECTRIC COMTECH SERVICES BYU -IDAHO AUSTIN BUILDING Darnell Weeks Electric Catalog Cut Sheets & Zone List for Fire Alarm System May 2, 2002 DIVISION OF DYNALECTRIC 1 574 SOUTH WEST TEMPLE • P.O. BOX 26588 (841 26) • SALT LAKE CITY, UT 84115 (801) 487-4511 • FAX (801) 487 -5032 EDWARDS SYSTEMS TECHNOLOGY Compatibility 4 EST2 EST2 Analog Control Panel System Features • Supports all EST Signature devices • Autoprogramming of Signature data circuits • Class B or A Signature data circuit(s), 96 detectors and 94 modules per circuit • Two integral Class A or B notification appliance circuits • Alarm,trouble, and supervisory contacts • Prioritized status queues for alarm, supervisory, trouble and monitor inputs ▪ 576 event history log • Enhanced sensitivity reports • Optional expander Signature data circuit • Designed and manufactured to ISO 9001 standards Description The EST2 Fire Alarm System is modular in design allowing systems to be easily configured to match installation requirements. With one Signature Data Circuit (SDC) EST2 is capable of supporting 96 detectors and 94 modules and has two built in Notification Appliance Circuits (NAC). The system supports the full line of Signature series detectors and modules. EST2's modular design means the system easily expands to two SDCs and four NACs by adding a single 2 -LCX module increasing system capacity to 380 points /zones with four built in Notification Appli- ance Circuits. The EST2 provides an RS -232 port to facilitate computer, coder and printer interfacing and an RS -485 communication portfor supporting remote annunciation. Annunciation of system events are displayed on a back lit LCD with enhanced diagnostic LEDs on the front panel. There is space to add up to 48 additional points /zones of software controlled LED annunciation and switch control on the front panel. Both alpha- numeric LCD and annunciation LEDs are available for remote annunciation and control with the EST 2 -LS RA and SAN series of annunciators. CONTROL PANELS EST2 features Auto Programming through the front panel and Custom Programming via PC laptop interface. The Auto Program mode will identify all devices on the SDC and automatically assign addresses to each device. Then the auto programming feature automatically links the proper response to the proper input, providing real time savings during installation. Using the advanced Signature family of detectors and modules provides a wide range of installation and operation benefits. Signature Series detectors and modules use Electronic Addressing — no dip switches or dials to set, speeding installation and programming. Multi- function and dual circuit modules reduce wiring costs. Multi- sensortechnologyeliminates detector application guess -work. Identification of dirty or defective detec- tors is automatic with EST2. Maintenance scheduling is easy and effective, ensuring that life safety protection is always maintained. In addition to Signatures inherent reduction offalse alarms, EST2 allows the adjustment of detector sensitivity at differenttimes ofthe day. Make detectors more sensitive attimes when transient smoke is not likely to occur (night time) and less sensitive attimes when transient smoke is likely to occur. EST2 provides "Device Mapping ". This allows a laptop computer to show how the Signature Data Circuits are wired. As -built drawings become very easy. EDWARDS SYSTEMS TECHNOLOGY U.S. SALES: SARASOTA, FL 941-739-4638; FAX 941-727-1214 • CANADA SALES: OWEN SOUND, ON 519 - 376-2430; FAX519- 376 -7258 INTERNATIONAL SALES: 905-270-1711; FAX905- 270 -9553 • CORPORATE HEADQUARTERS: CHESHIRE. CT • U.S. MANUFACTURING: PITTSFIELD. ME Issue 4 Literature Sheet #85005 -0097 Page 1 of 6 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. Installation and Mounting 1.3'13.3 an) 1.8' (4.57 cm) Issue 4 112.54 an) 4 6.0' (152 an) < 7.7509.7 an) < 9.5 (24.13 an) ( 16'(40.64 an) 0001, 0 . FRONTVIEW 0 11 $8 a 6 16140.6 cm( AC Power MUST be run ONLY through the top lett or upper left side knockout. u V FINISHED WALL Semi -Flush Mounting ALL KNOCKOUTS FOR 1/2" & 3/4' CONDUIT (1.27 & 1.9 cm) . E • Do NOT install conduit in this area. fl batteries installed in cabinet ALL KNOCKOUTS FOR 3/4" CONDUIT (1.9 cm) Do NOT install conduit in this area (Battery location) ei E� 1.75' • (4.4 cm) 1.0" ✓ "]C (25 cm) 16.375" (41.6 cm) 11' (27.9 an) — FRONT VIEW 8 H • 16' (40.6 c1,) 5 (13.3 m) 7.0' (17.9 an) 8.75' (22.3 an) 14.125' en) EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #85005 -0097 Not to be used,for installation purposes. For the most current literature and updates visit www.est.net. Surface Mounting AC Power MUST be run ONLY through the knockout second from the LEFT on the top of the enclosure FINISHED WALL (SEMI -FLUSH MOUNT) To open door greaterthan 90 degrees, mount panel 1/2" (1.3cm) away from the finished wall °o 9 1' (2.54 cm) Page 3 of 6 2 -16R 16 Red LEDs 1 (.45) 2 -16Y 16 Yellow LEDs 2 -16G 16 Green LEDs 2 -8RY 8 Red and 8 Yellow LEDs 2 -12R4Y 12 Red LEDs and 4 Yellow LEDs 2 -16G8S 16 Green LEDs and 8 Two - position Switches 2 -16R8S 16 Red LEDs and 8 Two - position Switches 2 -16RYS 8 Alternating Red over Yellow LED pairs and 8 Two - position switches 2 -16Y8S 16 Yellow LEDs and 8 Two - position Switches 2 -8GYS 8 Alternating Green over Yellow LED pairs and 8 Two - position switches 2 -8RYS 8 Red LEDs, 8 Yellow LEDs and 8 Two - position Switches_ 2 -WB Semi- Flush Wall Box - Gray finish 8 (3.6) 2 -WBR Semi -Flush Wall Box - Red finish 2 -WBS Surface Wall Box - Gray finish 2 -WBSR Surface Wall Box - Red finish 2 -RM7 Mounting Plate 10Ibs (4.5) 2 -RMLCD Adapter Plate 1/21b(0.2) 2 -RMAUD Audio Mounting Plate 2lbs (0.9) CB31 -B Backbox for CB31 cabinet CB45 -B Backbox for CB45 cabinet 2 -MCD Main Control and Display 1.5 (.7) 2 -LCX Expander Signature Data Circuit with two Notification Appliance Circuits 1 (.45) 2 -DL2 Two Line Dialer 2 -PPS 4.5 Amp power supply 120 Vac 2.5 (1.1) 2- PPS /6A 6.4 Amp power supply 120 Vac 2- PPS /220 4.5 Amp power supply 220 Vac 2- PPS /6A -220A 6.4 Amp power supply 220 Vac 2 -WBD Inner and outer door for 2 -WB wall box 8 (3.6) 2 -WBDR Inner and outer door for 2 -WBR wall box 2 -WBDS Inner and outer door for 2 -WBS wall box 2 -WBDSR Inner and outer door for 2 -WBSR wall box CB31(R) -D Door Assembly for CB31 cabinet CB45(R) -D Door Assembly for CB45 cabinet Ordering Information Catalog Number Description Shipping Weght - lb (kg) Fire Alarm Control and Power Supplies Panel Mounted Annunciator Modules Wall Boxes Wall Box Doors Issue 4 EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #85005 -0097 Not to be used for installation purposes. For the most current literature and updates visit www.est.net. Page 5 of 6 EDWARDS SYSTEMS TECHNOLOGY T; Compatibility 4 EST2 LSS4 IRC -3 /FCC Remote Alpha- Numeric Display Annunciators Moctets: LSRA Series, SMDN Series Features • Back -lit alpha - numeric display • Four lines of 20 characters each • Up to 52 messages stored per annunciator on LSS4 • Up to 352 messages stored per annunciator on EST2 • Up to 352 messages stored per annunciator on IRC -3 • Up to 746 messages stored per annunciator on FCC /DCPU • Message seekingintelligence • Software filters for messages on controls • Buffers up to 1000 active system events per annunciator • 31 annunciators on IRC -3, EST2 and FCC PCPU RS -485 single line network • Multiple alpha- numeric display annunciator networks • Up to 7700 ft (2347 m) total network loop length • Class B (Style 4) or Class A (Style 7) RS-485 wiring • Printer port (optional with LSRA) • Available with Common Controls Description The EST remote Alpha-Numeric Display annunciators provide remote annunciation of system events and custom programmed messages for EST2, IRC -3, FCC and LSS systems. Each annunciator contains a back lit Liquid Crystal Display for improved message visibility. The annunciators mount in standard North American two - gang or 4 inch square electrical boxes, European 100mm square box or within 19 inch RSAN rack mount or SAN type enclosures. Common Control features are available to allow maximum system flexibility. Display: The heart of the EST Alpha-Numeric annunciator is the Liquid Crystal Display. The display is a large back -lit, four line by twenty character per line, super -twist Liquid Crystal Display. All annunciators incorporate power saving features which automati- cally turn off the front panel back lighting. The lighting turns off after four minutes if there is no switch activity and no unacknowl- edged messages are waiting. The fire alarm systems battery capacity is maximized with this feature while providing clear visibility of system messages. Models: There are four models of Alpha- Numeric annunciators. All include Normal, Alarm, Supervisory, and Trouble LEDs. There are CONTROL AND ANNUNCIATION two push - button switches labeled BACK and NEXT /ACK. The BAC K and NEXT /ACK switches acknowledge system event messages and allow the user to scroll through the event buffer. LSRA Series: The LSRA series of annunciators mount in standard North American two -gang or 4 inch square electrical boxes, European 100mm square box enclosures. The annunciators come with four feature LEDs (Normal, Alarm, Supervisory, and Trouble) and two push- button Switches (BACK and NEXT /ACK). LSRA -C: The LSRA -C annunciator supports common control functions in addition to the four feature LEDs and the BACK, NEXT/ ACK push buttons found on the LSRA. RESET, ALARM SILENCE, TROUBLE SILENCE, and DRILL/ALLCALL push button switches provide common control functions. LSRA -C annunciators allow individual programming of front panel switch operation. The controls are enabled by entering a password via the annunciators front switches or by activating an optional remote enable /disable key switch. The LSRA -C annunciator mounts in a standard North American two -gang or 4 inch square electrical box or European 100mm square box. SMDN: The SMDN annunciator has the same functions as the LSRA but mounts in any EST SAN cabinet or 19 inch RSAN -6 rack mount. The SMDN annunciator requires two SAN module mounting spaces. SMDN -C: The SMDN -C annunciator has functions similar to the LSRA -C but has an on board enable /disable key switch and mounts in any EST SAN cabinet or 19 inch RSAN -6 rack mount. The SMDN annunicator requires two SAN module mounting spaces. Custom Messages, Message Seeking Intelligents: All four of the EST Alpha-Numeric annunciators are programmed with system event specific messages. Custom messages are programmed into each annunciator via a laptop PC. The messages display in response to specific system events. EDWARDS SYSTEMS TECHNOLOGY U.S. SALES: SARASOTA, FL 941 - 739 -4200: FAX 941 - 727 -0740 • CANADA SALES: OWEN SOUND, ON 519- 376 - 2430; FAX 519- 376 -7258 INTERNATIONAL SALES: 905- 270 -1711; FAX 905- 270 -9553 • CORPORATE HEADQUARTERS: CHESHIRE, CT • U.S. MANUFACTURING: PITTSFIELD, ME Issue 1 Literature Sheet #85006 -0035 Page 1 of 6 Indicator /Switch Available On Function Normal LED 1, 2, 3, 4 Illuminates steady when system has no faults or off - normal conditions. Alarm LED 1, 2, 3, 4 Illuminates when an alarm condition exists on the system. Supervisory LED 1, 2, 3, 4 Illuminates when a supervisory condition is received which is in its data base. A common supervisory (no message in display) turns on the supervisory LED, but does not need silencing. Trouble LED 1, 2, 3, 4 Illuminates when a trouble condition is received which is in its data base. A common trouble (no message in display) turns on the trouble LED, but does not need silencing. Alarm Silence LED 2, 4 Illuminates when the system wide alarm silence function is initiated. Trouble Silenced LED 2, 4 Illuminates when the local trouble silence switch has been activated on LSRA -C or SMDN -C. Drill /All Call LED 2, 4 Illuminates when the system wide drill /general evacuation function has been initiated. Next/Acknowledge 1, 2, 3, 4 Acknowledges the receipt of new messages at the LSRA( -C) /SMDN( -C) and automatically advances the next unacknowledged message. When there are no unacknowledged messages, the switch allows the event messages of active points to be viewed. Back 1, 2, 3, 4 When there are no unacknowledged messages the back switch allows the user to move in reverse through the event messages. Enable /Disable Key- Switch 2' 4 Either the ENABLE or DISABLE mode may be configured to enable or disable any combination of the front panel RESET, ALARM SILENCE, TROUBLE SILENCE and DRILUALLCALL switches. Enable /Disable Mode 2 Initiate the Enable or Disable mode of operation through a password entered into the Annunciator. Either the ENABLE or DISABLE mode may be configured to enable or disable any combination of RESET, ALARM SILENCE, TROUBLE SILENCE AND DRILUALLCALL Reset 2, 4 Directs the CM1(N), EST2, or PCPU master controller on the system to issue a system wide reset. Alarm Silence 2 4 Directs the CM1(N), EST2, or PCPU master controller on the system to issue a system wide alarm silence. Trouble Silence 2, 4 Silences the LSRA -C /SMDN -C trouble buzzer after all messages have been acknowledged. Drill /AI Call 2 4 Directs the CM1 (N), EST2, or PCPU master controller on the system to issue system wide drill command. Audible Indicators 1, 2, 3, 4 The LSRA -C /SMDN -C internal buzzer will sound when an alarm, trouble or unacknowledged message(s) exists on the system. The LSRA/SMDN internal buzzer will sound for unacknowledged messages only. Lamp Test 2 4 Pressing Trouble silence and Alarm Silence switches simultaneously starts a 15 second LED test sequence on the LSRA -C /SMDN -C. Indicator USA Canada Europe Normal LED Steady Steady Steady Alarm LED Steady Flashing until acknowledged Steady Trouble LED Steady Flashing until acknowledged Steady Supervisory LED Steady Flashing until acknowledged Steady Buzzer UnAck Messages Trouble Pulses Steady Pulses Steady Pulses Steady till silenced then 1/2 second pulse as a silenced reminder every 14 seconds when silenced. Front Panel Switches and LED Functions 1 = LSRA Series 2 = LSRA -C Series 3 = SMDN Series 4 = SMDN -C Series LED Indicator Functions Issue 1 EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #85006 -0035 Page 3 of 6 Typical Wiring IRC -3 FCC EST2 LSS4 Issue 1 DCPU TO ADDITIONAL CMDNIC)/ SMDN(C) OR OTHER NETWORK DISPLAYS LSS4 -AFP• 0 RS -485 DATA LINE LSRA(-C) CON) 4 CM ©(D)L SMDN(C) J 24Vdc dedicated_ riser (2 wires) ADDITIONAL NETWORK DATA LINES TO FIELD PANELS LSS4 =1784 RS-485 DATA LINE FCOM PCPU 4es 24Vdc dedicated — 4500' (1372 M) MAX. #18 AWG TWISTED PAIR P T1 -S C) LSRA( -C) CM2N(D) � SMDN(C) 0 riser (2 wires) I PT1 -S RS -232 COMMUNICATIONS 50' (15.2 M) MAX. FROM DCPU PT1 -S LSRA( -C) SMDN(C) 0 PT1 -S 24Vdc dedicated riser (2 wires) LSRA( -C) SMDN(C) 0 24Vdc —24Vdc LSRA( -C) SMDN(C) 0 24Vdc 24Vdc LSRA( -C) SMDN(C) 0 PT1 -S LSRA( -C) SMDN(C) 0 PT1 -S RS-485 DATA LINE EST2 0 2- LSRA( -C) 2- SMDN(C) 0 PT1 -S LSRA( -C) SMDN(C) 0 PT1 -S LSRA( -C) SMDN(C) 0 —� LSRA( -C) CM2N(D) SMDN(C) 0 24Vdc 24Vdc 24Vdc I PT1 -S CM2N(D) 0 RS-485 COMMUNICATIONS 2- LSRA(-C) 2- SMDN(C) 0 24Vdc I PT1 -S To LSS4 or LSSPS 24Vdc Supply (2 wires) —RS -485 COMMUNICATIONS LSRA( -C) SMDN(C) 0 PT -S LSRA( -C) SMDN(C) 0 24Vdc PT1 -S r 24Vdc / - 1 CM2N(D) ) LSRA( -C) SMDN(C) 0 PT1 -S LSRA( -C) SMDN(C) r 24Vdc I PT1 - S 24Vdc CM2N(D) 0 2- LSRA( -C) 2- SMDN(C) 0 24Vdc I I PT1 -S LSRA( -C) SMDN(C) 0 PT1 -S LSRA( -C) SMDN(C) 0 P T1 -S LSRA( -C) LSRA( -C) SMDN(C) SMDN(C) 24Vdc I PT1 -S TO ADDITIONAL CMDN(C)/ SMDN(C) OR OTHER NETWORK DISPLAYS 24Vdc I PT1 -S LSRA( -C) SMDN(C) 0 PT1 -S 24Vdc I PT1 -S 2- LSRA( -C) 2- SMDN(C) 0 EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #85006 - 0035 LSRA( -C) SMDN(C) 0 24Vdc I PT1 -S RS -232 COMMUNICATIONS 50' (15.2 M) MAX. FROM DCPU RS-485 COMMUNICATIONS 24Vdc Page 5 of 6 EDWARDS SYSTEMS TECHNOLOGY TM Compatibility 4 EST2 EST3 IRC -3 /FCC Intelligent Photoelectric Smoke Detector Model SIGA -PS Note: Some features described here may not be supported by all control systems. Check your control panel's Installation. and Operation Guide for details. Features • Integral microprocessor • Non - volatile memory • Automatic mapping device • Electronic addressing • Environmental compensation • Intelligent detector • Wide 0.67% to 3.77 % /ft. sensitivity range • Twenty pre -alarm sensitivity values, set in 5% increments' • Identification of dirty or defective detectors • Automatic day /night sensitivity adjustment • Twin RED /GREEN status LEDs • Standard, relay, fault isolator, and audible mounting bases • Designed and manufactured to ISO 9001 standards Description EST's Signature Series Model SIGA -PS Intelligent Photoelectric Smoke Detector gathers analog information from its smoke sensing element and converts it into digital signals. The detector's on- board microprocessor measures and analyzes these signals. It compares the information to historical readings and time patterns to make an alarm decision. Digital filters remove signal patterns that are not typical of fires. Unwanted alarms are virtually elimi- nated. The microprocessor in each detector provides four additional benefits - Self- diagnostics and History Log, Automatic Device Mapping, Stand -alone Operation and Fast, Stable Communication. Self- diagnostics and History Log - Each Signature Series detector constantly runs self- checks to provide important maintenance information. The results of the self -check are automa$cally updated and permanently stored in the detector's non - volatile memory. This information is accessible for review any time at the control panel, PC, or by using the SIGA -PRO Signature Program /Service Tool. 1 EST3 V.2 only. z Retrievable with SIGA -PRO programming tool. ANALOG ADDRESSABLE INITIATING DEVICES MEA CEO Application Notes Available The information stored in the detector's memory includes: - detector type, serial number, and address - date of manufacture, hours of operation, and last maintenance date - current detector sensitivity and environmental compensation values - original detector sensitivity values upon manufacturing - number of recorded alarms and troubles - time and date of last alarm' - analog signal patterns just before the last alarm' - most recent trouble code logged by the detector — 32 possible trouble codes may be used to diagnose faults. In the unlikely event that an unwanted alarm does take place, the control panel's history file can be called up to help isolate the problem and prevent it from happening again. Automatic Device Mapping - The loop controller learns where each device's serial number address is installed relative to other devices on the circuit. The mapping feature provides supervision of each device's installed location to prevent a detector from being reinstalled (after cleaning etc.) in a different location from where it was originally. The history log for the detector remains relevant and intact regardless of its new location. The Signature Series Data Entry Program also uses the mapping feature. With interactive menus and graphic support, the wired circuits between each device can be examined. Layout or "as- built" drawing information showing wire branches (T- taps), devicetypes and their address are stored on disk for printing hard copy. This takes the mystery out of the installation. The preparation of "as- built" drawings is fast and efficient. Device mapping allows the Signature loop controller to discover: - unexpected additional device addresses - missing device addresses - changes to the wiring in the circuit. EDWARDS SYSTEMS TECHNOLOGY U.S. SALES: SARASOTA, FL 941 - 739 -4200: FAX 941- 727 -0740 • CANADA SALES: OWEN SOUND, ON 519- 376 -2430; FAX 519 -376 -7258 INTERNATIONAL SALES: 905- 270 -1711; FAX 905- 270 -9553 • CORPORATE HEADQUARTERS: CHESHIRE, CT • U.S. MANUFACTURING: PITTSFIELD, ME Issue 5 Literature Sheet #85001 -0269 Page 1 of 4 Test Fire Type of Detector SIGA -IS Ion SIGA -PS Photo SIGA -HRS and SIGA -HFS Rate -of -- Rise /Fixed Temp. SIGA -PHS Photo /Heat 3D SIGA -IPHS Ion /Photo /Heat 4D Open Wood optimum unsuitable optimum very suitable optimum Wood Pyrolysis suitable optimum unsuitable optimum optimum Smouldering Cotton very suitable optimum unsuitable optimum optimum Poly Urethane Foam very suitable very suitable suitable very suitable optimum n- Heptane optimum very suitable very suitable optimum optimum Liquid Fire without Smoke unsuitable unsuitable optimum very suitable very suitable Application Although photoelectric detectors have a wide range of fire sensing capabilities they are best suited for detecting slow, smoldering fires. The table below shows six standard test fires used to rate the sensitivity of smoke and heat detectors. The table indicates that no single sensing element is suited for all test fires. EST recommends that this detector be installed according to latest recognized edition of national and local fire alarm codes. Typical Wiring The detector mounting bases accept #18 AWG (0.75mm #16 (1.0mm #14 AWG (1.5mm and #12 AWG (2.5mm wire sizes. Note: Sizes #16 AWG (1.0mm and #18 AWG (0.75mm are preferred for ease of installation. See Signature Loop Controller catalog sheet for deta iled wiring requirement specifications. DATA IN ( -) Issue 5 Standard Detector Base, SIGA -SB, SIGA -SB4 Max. Resistance per Wire Must NOT Exceed 1012 DATA IN ( -) DATA OUT ( -) DATA IN ( +) From Signature Controller or Previous Device DATA OUT ( +) To Next Device Isolator Detector Base, SIGA -IB, SIGA -1 B4 DATA IN ( +) From Signature Controller or Previous Device Term 1 2 3 4 4 5 6 7 Description Not Used DATA IN /OUT ( +) Not Used DATA IN ( -) Remote LED ( -) Remote LED ( +) Not Used DATA OUT ( -) DATA OUT ( -) DATA OUT ( +) To Next Device Term 1 2 3 4 5 6 7 Description Not Used DATA IN /OUT ( +) DATA IN ( -) Not Used Not Used DATA OUT ( -) Not Used DATA IN ( -) Common DATA IN ( +) From Signature Controller or Previous Device Relay Detector Base, SIGA -RB, SIGA -RB4 Jumper JW1 OUT = Low Volume IN = High Volume From Power Supply or Previous Sounder Base 24 VDC IN ( +) 24 VDC IN ( -) Normally- Normally - Closed Open DATA IN ( - DATA IN ( +) From Signature Controller or Previous Device DATA OUT ( -) DATA OUT ( +) To Next Device Audible Detector Base, SIGA -AB4 Term 2 3 4 4 5 6 Description Normally Open DATA IN /OUT ( +) Common DATA IN ( -) Not Used Normally - Closed DATA OUT ( -) CONTACT RATING 1.0 Amp 0 30 VDC (Pilot Duty) Jumper JW2 OUT = Steady Tone IN = Temporal Tone To Next Sounder Base or E -O -L Relay 24 VDC OUT ( +) 24 VDC OUT ( -) DATA OUT ( -) To Next Signature Device DATA OUT ( +) EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #85001 -0269 Page 3 of 4 EDWARDS SYSTEMS TECHNOLOGY ANALOG ADDRESSABLE INITIATING DEVICES Compatibility 4 EST2 EST3 IRC -3 /FCC Intelligent Heat Detectors Models SIGA -H FS er SIGA - HRS Features Note: Some features described here may not be supported by all control systems. Check your control panel's Installation and Operation Guide for details. • 70 foot (21.3 meter) spacing • 15 °F (9 °C) /min rate -of- rise /135 °F (57 °C) ft. and 135 °F (57 °C) fixedtemperature type • Intelligent detector c/w integral microprocessor • Non - volatile memory • Automatic device mapping • Electronic addressing • Identification of defective detectors • Twin RED /GREEN status LEDs • Standard, relay, fault isolator, and audible mounting bases • Designed and manufactured to ISO 9001 standards Description EST's Signature Series Model SIGA -HFS and SIGA -HRS Intelligent Heat Detectors gather analog information from theirfixed temperature and /or rate -of -rise heat sensing elements and converts it into digital signals. The detector's on -board microprocessor measures and analyzes these signals. It compares the information to historical readings and time patterns to make an alarm decision. Digital filters remove signal patterns that are not typical of fires. Unwanted alarms are virtually eliminated. The microprocessor in each detector provides four additional benefits -Self- diagnostics and History Log, Automatic Device Mapping, Stand -alone Operation and Fast, Stable Communication. Self- diagnostics and History Log - Each Signature Series detector constantly runs self- checks to provide important maintenance information. The results of the self -check are automatically updated and permanently stored in the detector's non - volatile memory. This information is accessible for review any time at the control panel, PC, or by using the SIGA -PRO Signature Program /Service Tool. 'EST3 V.2 only. 'Retrievable with SIGA -PRO programming tool. The information stored in the detector's memory includes: - detector type, serial number, and address - date of manufacture, hours of operation, and last maintenancedate - currentdetector (ambient)temperaturevalues - current detector sensitivity and environmental compensation values - number of recorded alarms and troubles - time and date of last alarm' - analog signal patterns just before the last alarm' - most recent trouble code logged by the detector — 32 possible trouble codes may be used to diagnose faults. In the unlikely eventthat an unwanted alarm does take place, the control panel's history file can be called up to help isolate the problem and prevent it from happening again. Automatic Device Mapping - The loop controller learns where each device's serial number address is installed relative to other devices on the circuit. This mapping feature provides supervision of each device's installed location to prevent a detector from being reinstalled (after cleaning etc.) in a different location from where it was originally. The history log for the detector remains relevant and intact regardless of its new location. The Signature Series Data Entry Program also uses the mapping feature. With interactive menus and graphic support, the wired circuits between each device can be examined. Layout or "as- built" drawing information showing wire branches (T- taps), device types and their address are stored on disk for printing hard copy. This takes the mystery out of the installation. The preparation of as- built drawings is fast and efficient. EDWARDS SYSTEMS TECHNOLOGY U.S. SALES: SARASOTA, FL 941- 739 -4638; FAX 941- 727 -1214 • CANADA SALES: OWEN SOUND, ON 519 - 376 -2430; FAX 519 - 376-7258 INTERNATIONAL SALES: 905 FAX 905 270 - 9553 • CORPORATE HEADQUARTERS: CHESHIRE. CT • U.S. MANUFACTURING: PITTSFIELD, ME Issue 5 Literature Sheet #85001-0243 Page 1 of 4 Test Fire Type of Detector SIGA -IS Ion SIGA -PS Photo SIGA -HRS and SIGA -HFS Rate -of -Rise/ Fixed Temp. SIGA -PHS Photo Heat - 3D SIGA -IPHS Ion /Photo /Heat 4D Open Wood optimum unsuitable optimum very suitable optimum Wood Pyrolysis suitable optimum unsuitable optimum optimum Smouldering Cotton very suitable optimum unsuitable , optimum optimum Poly Urethane Foam very suitable very suitable suitable very suitable optimum n- Heptane optimum very suitable very suitable optimum optimum Liquid Fire without Smoke unsuitable unsuitable optimum very suitable very suitable Application The table below shows six standard testfires used to rate the sensitivity of smoke and heat detectors. The table indicates that no single sensing elementissuitedforalltestfires. EST recommends that this detector be installed according to latest recognized edition of national and local fire alarm codes. Typical Wiring The detector mounting bases will accept #18 AWG (0.75mm #16 (1.Omm #14 AWG (1.5mm and #12 AWG (2.5mm wire sizes. Note: Sizes #16 AWG (1.0mm and #18 AWG (0.75mm are preferred for ease of installation. See Signature Loop Controller catalog sheetfor detailed wiring requirement specifications. Standard Detector Base, SIGA -SB, SIGA -SB4 DATA IN ( +) From Signature Controller or Previous Device DATA IN ( +) From Signature Controller or Previous Device Max. Resistance per Wire Must NOT Exceed 1002 DATA IN ( -) r r / DATA OUT ( -) DATA OUT ( +) To Next Device Term Description 1 Not Used 2 DATA IN/OUT (+) 3 Not Used 4 DATA IN ( -) 4 Remote LED ( -) 5 Remote LED (+) 6 Not Used 7 DATA OUT ( -) Isolator Detector Base, SIGA -IB, SIGA -IB4 Term Description 1 Not Used 2 DATA IN/OUT (+) 3 DATA IN ( -) 4 Not Used 5 Not Used 6 DATAOUT (-) 7 Not Used DATA IN ( -) Common DATA IN ( +) From Signature Controller or Previous Device Jumper JW1 OUT = Low Volume IN = High Volume From Power Supply or Previous Sounder Base 24 VDC IN ( +) 24 VDC IN ( -) DATA OUT (+) DATA IN ( -) To Next Device EDWARDS SYSTEMS TECHNOLOGY Issue 5 Literature Sheet #85001 -0243 Relay Detector Base, SIGA -RB, SIGA -RB4 Normally- Normally- Closed Open DATA IN ( +) From Signature Controller or Previous Device - DATA OUT ( -) DATA OUT ( +) To Next Device Term Description 1 Normally -Open 2 DATA IN /OUT( +) 3 Common 4 DATA IN ( -) 5 Not Used 6 Normally -Closed 7 DATA OUT ( -) CONTACT RATING 1.0 Amp @ 30 VDC (Pilot Duty) Audible Detector Base, SIGA -AB4 Jumper JW2 OUT = Steady Tone IN = Temporal Tone To Next Sounder Base or E -O -L Relay 24 VDC OUT ( +) 24 VDC OUT ( -) DATA OUT ( -) To Next Signature Device DATA OUT ( +) Page 3 of 4 EDWARDS SYSTEMS TECHNOLOGY EDWARDS SYSTEMS TECHNOLOGY SARASOTA, FLA. 941 - 739 -4200 Fax: 941 - 727 -0740 CHESHIRE, CT. 203- 699 -3000 Fax: 203-250-1931 OWEN SOUND, CANADA 519- 376 -2430 Fax: 519- 372 -1581 INTERNATIONAL: CANADA 905 - 270 -1711 Fax: 905- 270 -9553 PITTSFIELD, ME. 207 -487 -3104 INTELLIGENT ANALOG DEVICES 4 47,4710717/AFE Control Relay Modules Model SIGA -CR, SIGA -MCR, SIGA -CRR, SIGA -MCRR Features • PROVIDES ONE NO /NC CONTACT (SIGA - CR/MCR) Form "C" dry relay contact can be used to control external appliances such as door closers, fans, dampers etc. • ALLOWS GROUP OPERATION OF SOUNDER BASES The SIGA - CRR /MCRR reverses the polarity of its 24 Vdc output, thus activating all Sounder Bases on the data loop. • PLUG -IN (UIO) OR STANDARD 1 -GANG MOUNT U10 versions allow quick installation where multiple modules are required. The 1 -gang mount version is ideal for remote locations that require a single module. • AUTOMATIC DEVICE MAPPING Signature modules transmit information to the loop controller regarding their circuit locations with respect to other Signature devices on the wire loop. • ELECTRONIC ADDRESSING Programmable addresses are downloaded from the loop controller, a PC, or the SIGA -PRO Signature Program/ Service Tool. There are no switches or dials to set. • INTELLIGENT DEVICE WITH MICROPROCESSOR All decisions are made at the module to allow lower communication speed with substantially improved control panel response time and less sensitivity to line noise and loop wiring properties; twisted or shielded wire is not required. • NON - VOLATILE MEMORY Permanently stores serial number, type of device, and job number. Automatically updates historic information including hours of operation, last maintenance date, number of alarms and troubles, and time and date of last alarm. • DIAGNOSTIC LEDs Flashing GREEN shows normal polling; flashing RED shows alarm /active state. • HIGH AMBIENT TEMPERATURE OPERATION Install in ambient temperatures up to 120 °F (49 °C). • DESIGNED TO ISO 9001 STANDARDS All Signature products are manufactured to strict interna- tional quality standards to ensure highest reliability. Description The Control Relay Module and the Polarity Reversal Relay Module are part of EST's Signature Series system. They are intelligent analog addressable devices available in either plug -in (UIO) versions, or standard 1 -gang mount versions. The SIGA -CR /MCR Control Relay Module provides a Form "C" dry relay contact to control external appliances such as door closers, fans, dampers etc. This device does not provide supervision of the state of the relay contact. Instead, the on -board microprocessor ensures that the relay is in the proper ON /OFF state. Upon command from the loop control- ler, the SIGA -CR /MCR relay activates the normally open or normally- closed contact. The SIGA - CRR/MCRR Polarity Reversal Relay Module provides a Form "C" dry relay contact to power and activate a series of SIGA -AB4 Audible Sounder Bases. Upon command from the Signature loop controller, the SIGA -CRR reverses the polarity of its 24 Vdc output, thus activating all Sounder Bases on the data loop. Standard -mount versions (SIGA -CR and SIGA -CRR) are installed to standard North American 1 -gang electrical boxes, making them ideal for locations where only one module is required. Separate I/O and data loop connections are made to each module. Plug -in UIO versions (SIGA -MCR and SIGA -MCRR) are part of the U10 family of plug -in Signature Series modules. They function identically to the standard mount versions, but take advantage of the modular flexibility and easy installation that characterizes all UIO modules. Two- and six - module U10 motherboards are available. All wiring connections are made to terminal blocks on the motherboard. U10 assemblies may be mounted in EST enclosures. 85001 -0239 1 of 6 Iss. 4 Catalog Number SIGA -CR SIGA -MCR SIGA -CRR SIGA -MCRR Description Control Relay Polarity Reversal Relay Type Code Personality Code 8 (Factory Set) Address Requirements - Uses 1 Module Address Operating Current Standby = 100pA Activated= 100pA Operating Voltage 15.2 to 19.95 Vdc (19 Vdc nominal) Relay Type and Rating Form "C" 24 VDC = 2 amps (pilot duty) 120 Vac = 0.5 amps 220 Vac (non -UL) = 0.5 amps Mounting North American 2W (64 mm) deep 1 -gang boxes and 11" (38 mm) deep 4" square boxes with 1 -gang covers Plugs into UIO2R, UIO6R or U106 Motherboards North American 21/2" (64 mm) deep 1 -gang boxes and 11/2" (38 mm) deep 4" square boxes with 1 -gang covers Plugs into UIO2R, UIO6R or U106 Motherboards Construction & Finish High Impact Engineering Polymer Storage and Operating Environment Operating Temperature: 32 °F to 120 °F (0 °C to 49 °C) Storage Temperature: -4 °F to 140 °F ( -20 °C to 60 °C) Humidity: 0 to 93% RH LED Operation On -board Green LED - Flashes when polled On -board Red LED - Flashes when in alarm /active Compatibility Use With: Signature Loop Controller Agency Listings UL, ULC (See Ordering Table) Catalog Number Description Ship Wt. Ibs k ( 9) SIGA -CR Control Relay Module (Standard Mount) - UUULC Listed 0.4 (0.15) SIGA -MCR Control Relay Module (UIO Mount) - UL Listed 0.18 (0.08) SIGA -CRR Polarity Reversal Relay Module (Standard Mount) - UUULC Listed 0.4 (0.15) SIGA -MCRR Polarity Reversal Relay Module (UIO Mount) - UL Listed 0.18 (0.08) RELATED EQUIPMENT 27193 -21 Surface Mount Box - Red, 1 -gang 1 (0.6) 27193 -26 Surface Mount Box - White, 1 -gang 1 (0.6) SIGA -UIO2R Universal Input- Output Module Board w /Riser Inputs - 2 Module Positions 0.32 (0.15) SIGA -UIO6R Universal Input- Output Module Board w /Riser Inputs - 6 Module Positions 0.62 (0.28) SIGA -U106 Universal Input- Output Module Board - 6 Module Positions 0.56 (0.25) Specifications Ordering Information 85001 -0239 3 of 4 Iss. 4 Typical Wiring Modules will accept #18 AWG (0.75mm #16 (1.0mm and #14 AWG (1.50mm wire sizes. UIO versions will also accept #12 AWG (2.5mm Note: Sizes #16 AWG (1.0mm and #18 AWG (0.75mm are preferred for ease of installation. See Signature Loop Controller catalog sheet for detailed wiring requirement specifications. Red LED (Alarm /Active) DATA IN ( +) DATA IN ( -) From Signature Controller or Previous Device Data In Data Out_ Green LED (Normal) Red LED (Active) Normally- Normally - Open Common Closed SIGA - CR Control Relay Normally Open Common Normally Closed 1234 No connections required for SIGA -MCR. Other modules may require connections. SIGA -MCR Control Relay Green LED (Normal) DATA OUT ( +) DATA OUT ( -) J To Next Device Notes 0 Refer to Signature Loop Controller Installation Sheet for wiring specifications. A SIGA- CR/MCR must be installed within the same room as the device it is controlling- ® The SIGA -UIO6R and the SIGA -UIO2R do not come with TB14. The SIGA -0106 does not come with TB8 through TB13. ® Supervised and power - limited. ® Power - limited when connected to a power - limited source. If the source is nonpower- limited, maintain a space of 1/4 inch from power- limited wiring or use FPL, FPLP, FPLR, or an equivalent in accordance with the National Electrical Code. 7) U10: Maximum #12 AWG (2.5mm wire. Min. #18 (0.75mm Standard 1 -gang version: Maximum #14 AWG (1.5mm wire. Min. #18 (0.75mm No connections required for SIGA -MCR. Other modules may require connections. 85001 -0239 5 of 6 Iss. 4 EDWARDS SYSTEMS TECHNOLOGY Compatibility 4 EST2 EST3 IRC -3 /FCC Manual Pull Stations Models SIGA -270, SIGA -270P, SIGA -278 Features Note: Some features described here may not be supported by all control systems. Check your control panel's Installation and Operation Guide for details. • Traditional familiar appearance SIGA -270 models feature our familiarteardrop design with simple positive pull action and sturdy die -cast metal body. • One stage (GA), two stage (pre- signal), and double action models SIGA -270 models are available for one or two stage alarm systems.The single stage double action SIGA -278 features a rugged Lexan housing with keyed reset mechanism. • Break glass operation An up -front visible glass rod on the SIGA -270 discourages tampering. • Intelligent device c/w integral microprocessor All decisions are made at the station allowing lower communica- tion speed while substantially improving control panel response time. Less sensitive to line noise and loop wiring properties; twisted or shielded wire is not required. • Non - volatile memory Permanently stores serial number, type of device, and job number. Automatically updates historic information including hours of operation, last maintenance date, number of alarms and troubles, and time and date of last alarm. • Automatic device mapping Each station transmits wiring information to the loop controller regarding its location with respect to other devices on the circuit. • Electronic addressing Permanently stores programmable address; there are no switches or dials to set. Addresses are downloaded from a PC, or the SIGA -PRO Signature Program /Service Tool. • Stand -alone operation The station inputs an alarm even if the loop controller's polling interrogation stops. • Diagnostic LEDs Status LEDs; flashing GREEN shows normal polling; flashing RED shows alarm state. • Designed for high ambient temperature operation Install in ambienttemperatures up to 120 °F (49 °C). • Designed to ISO 9001 standards Manufactured to strict international quality standards for highest reliability. l0 EDWARDS SYSTEMS TECHNOLOGY U.S. SALES: SARASOTA, FL 941- 739 -4638; FAX 941-727-1214 • CANADA SALES: OWEN SOUND, ON 519- 376-2430; FAX 519- 376-7258 INTERNATIONAL SALES: 905- 270 -1711; FAX905-270 -9553 • CORPORATE HEADQUARTERS: CHESHIRE. CT • U.S. MANUFACTURING: PITTSFIELD, ME Issue 5 Literature Sheet #85001 -0279 ANALOG ADDRESSABLE INITIATING DEVICES SIGA -278 MEA LC Patented SIGA -270 SERIES Description The SIGA -270 and SIGA -278 series Manual Pull Stations are part of EST's Signature Series system. The SIGA -270 Fire Alarm Manual Pull Stations feature our very familiarteardrop shape. They are made from die -cast zinc and finished with red epoxy powder -coat paint complemented by aluminum colored stripes and markings. With positive pull -lever operation, one pull on the station handle breaks the glass rod and turns in a positive alarm, ensuring protection plus fool -proof operation. Presignal models (SIGA -270P) are equipped with a general alarm (GA) keyswitchfor applications where two stage operation is required. The up -front highly visible glass rod discourages tampering. EST's double action single stage SIGA -278 station is a contempo- rary style manual station made from durable red colored lexan. To initiate an alarm, first lift the upper door marked "LIFT THEN PULL HANDLE", then pull the alarm handle. The integral microprocessor built into each Signature Series station provides four important benefits -Self-diagnostics and History Log, Automatic Device Mapping, Stand -alone Operation and Fast, Stable Communication. Self- diagnostics and History Log - Each Signature Series manual station constantly runs self- checks to provide important main- tenance information. The results of the self -check are automatically updated and permanently stored in the station's non - volatile memory. This information is accessible for review anytime at the control panel, PC, or by using the SIGA -PRO Signature Program/ Service Tool. Page 1 of 4 Installation Single -stage Signature Series fire alarm manual pull stations mount to North American 2' inch (64 mm) deep 1 -gang boxes. Two stage presignal (270P) models require 11/2 inch (38 mm) deep 4 -inch square boxes with 1- gang,' /2 -inch raised covers. Openings must be angular. Rounded openings are not acceptable. Recommended box: Steel City Model 52 -C -13. All models include terminals are suited for #12 to #18 AWG (2.5 mm 0.75 mm wire size. EST recommends that these fire alarm stations be installed according to latest recognized edition of national and local fire alarm codes. Electronic Addressing: The loop controller electronically addresses each manual station, saving valuable time during system commis- sioning. Setting complicated switches or dials is not required. Each station has its own unique serial number stored in its on -board memory. The loop controller identifies each device on the loop and assigns a "soft" address to each serial number. If desired, the stations can be addressed using the SIGA -PRO Signature Program /Service Tool. Issue 5 Do not use boxes with rounded openings. Compatible Electrical Box Back Plate Toggle Switch Figure 1. SIGA -278 installation F Compatible Electrical Box with /cinch raised covers I Glass Rod Toggle Switch Key -Latch Cover Release Glass Rod Release Lever Figure 3. SIGA -270P, SIGC -270PB installation EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #85001 -0279 Compatible Electrical Box Cover Release Screw Back Plate Toggle Switch Glass Rod Release Lever Figure 2. SIGA -270, SIGC -270F, SIGC -270B installation Compatibility Signature Series manual stations are compatible onlywith EST's Signature Loop Controller. Warnings S- Cautions This device will not operate without electrical power. As fires frequently cause power interruption, we suggest you discuss further safeguards with your local fire protection specialist. Application The operating characteristics of the fire alarm stations are deter- mined by their sub -type code or "Personality Code ". NORMALLY - OPEN ALARM - LATCHING (Pesonality Code 1) is assigned by the factory; no user configuration is required. The device is configured for Class B IDC operation. An ALARM signal is sent to the loop controller when the station's pull lever is operated. The alarm condition is latched atthe station. Page 3 of 4 EDWARDS SYSTEMS TECHNOLOGY Compatibility 4 ESTI EST2 EST3 LSS4 1RC -3 /FCC Genesis® Horns and Strobes Genesis Series Features • Unique low- profile design — The most compact UL- 1971/ULC -S526 listed strobe available — Ultra -slim — protrudes less than one inch from the wall — Attractive appearance — No visible mounting screws • Easy to install — Fits all standard one -gang electrical boxes with plenty of room behind the signal for extra wire — no trim plate needed — Optional trim plateaccommodatestwo -gang, octagonal, or four -inch square electrical boxes — Pre - assembled with captive hardware — no loose pieces to worry about —. Simple jumper snips set strobe flash and horn pulse rates — #18 to #12 AWG terminals — ideal for long runs or existing wiring • Unparalleled performance — Exclusive FuIlLight® strobe technology produces the industry's most even light distribution - Single high- efficiency microprocessor controls both horn and strobe — Low current draw minimizes system overhead — Independent horn control provided over a single pair of wires — Highly regulated in -rush current allows the maximum number of strobes on a circuit — Precision timing electronics meet tough new synchronizing standards for strobes — 94 dB peak — multiple low frequency "growl" tone improves wall penetration — Industry'sfirsttemporal strobe output Description The Genesis® line of signals are the smallest, most compact audible - visible emergency signaling devices in the world. About the size of a deck of playing cards, these devices are designed to blend with any decor. Thanks to patented breakthrough technology, EST Genesis® strobes do not require bulky specular reflectors. Instead, an exclusive mask - and - cavity design channels and conditions light to produce a highly controllable distribution pattern. Intensive development efforts employing this new technology have given rise to a new benchmark in strobe performance — FuIlLight® technology. FuIlLight® strobe technology produces a smooth light distribution pattern without the spikes and voids characteristic of specular Featur Featu EST's uljLigh _ exclusive `�1�i j Strobetechnolo9Y.• \ t���� NOTIFICATION APPLIANCE One or more patents pending. Pending Pending MEA Pending E Pending reflectors. This ensures the entire coverage area receives consistent illumination from the strobe flash. As a result, Gen - esis® strobes with FuIlLight® technology go well beyond the minimum UL- required 'T' pattern, significantly exceeding UL- 1971 and ULC -S526 light distribution requirements. Although Genesis® strobes are self- synchronizing to today's standards, when installed with the Genesis® Signal Master, strobe flashes from devices on the same circuit are synchronized to within 10 milliseconds of each other indefinitely. This exceeds the revised UL standards in effect as of November, 2000 which specify this level of synchronization over only two hours. The Genesis® Signal Master permits independent horn control over a single pair of wires. This accessory doesn't require a separate electrical box. It simply snaps to the back of the first signal on the circuit. Only one Signal Master is required per circuit. Engineered to emit rapidly alternating frequencies, Genesis® horns deliver a tone that results in superior wall penetration and an unmistakable warning of danger. Horn output exceeds the 75 dBA level required by UL for both sleeping and non - sleeping areas. Temporal models are configured for either coded or non - coded signal circuits. Genesis strobes and horns are available with textured housings in architecturally neutral white or traditional fire alarm red. They feature an iconographic symbol indicating the purpose of the device. This universal symbol is code - compliant and is easily recognized by all building occupants regardless of what language they speak. EDWARDS SYSTEMS TECHNOLOGY U.S. SALES: SARASOTA. FL 941- 739 - 4638; FAX 941 -727 -1214 • CANADA SALES: OWEN SOUND, ON 519 - 376-2430; FAX 519- 376 -7258 INTERNATIONAL SALES: 905- 270 -1711; FAX 905-270-9553 • CORPORATE HEADQUARTERS: CHESHIRE, CT • U.S. MANUFACTURING: PITTSFIELD. ME Issue 3 - Literature Sheet #85001 -0529 - - Page 1 of 6 Application Notes - Canada (Based in part on 1995 Canada National Building Code) The fire alarm signal sound pressure level shall not exceed 110 dBA in any normally occupied area. The sound pressure level from an audible signal in a floor area used for occupancies other than residential occupancies shall not be less than 10 dBA above ambient levels, and never less than 65 dBA. In sleeping rooms the sound pressure level from an audible signal shall not be less than 75dBA when any intervening doors between the device and the sleeping room are closed. Audible signal devices shall be installed not less than 1.8 m to the center of the device above the floor (per CAN /ULC S524). Light Output Profiles 15 cd Horizontal Light Output Profile -83 -85 -93 -95 -115 ♦O ///411D� j� /ll /1►����1 Issue 3 — Intensity (Cd) —UL Limit (Cd) 183 15 cd Vertical Light Output Profile - -90 - 55 .7 5 -80 180 101 _7 -75 -80 -85 -90 75 cd Horizontal Light Output Profile 0 -95 -100 -105 -115 -125 s'0''+ ., 1Q ' Z % "rite —���� MIS 4 411114 ifil IS woo 180 30 cd Horizontal Light Output Profile -65 -70 -75 - - - _ -100 -105 -110 -115 -120 -125 -55 -rte: 180 30 cd Vertical Light Output Profile o � ````� I II IN/ ' ''' � , 6670 -75 , � ` �' 4, % �i� 75 -80 ►��_ � �iG� 80 90 �r =�� 90 -95 1 710 -80 7 0- " ; ' - e CiiS�� \��� 95 /lllll�� ∎� 00� /�///1 1 -110 - �120 120 -125 ��.. I"' ►, ...� 125 ��� .��/11n1►g 6 125 1 65 70 75 80 85 90 95 100 11 105 0 115 120 180 -100 -105 -110 -115 -120 -1. EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #85001 -0529 The fire alarm audible signal shall be supplemented by fire alarm strobes in any floor area where the ambient noise level exceeds 87 dBA, or where the occupants of the floor area use ear protective devices, are located within an audiometric booth, or are located within sound insulating enclosures. This also applies to assembly occupancies in which music and other sounds associated with performances could exceed 100 dBA Strobes shall be installed in a building so that the flash from one device is visible throughout the floor area or portion thereof in which they are installed. For maximum safety, EST recommends that strobes be installed as per the guidelines shown here under Strobe Spacing. -90 .95 -100 -105 - „0 -, 3 75 cd Vertical Light Output Profile 0 VIM Vt lApo 0 0° I �//1111110� %/11111D� MIS HMO 180 60 cd Horizontal Light Output Profile 0 525 4°- ‘ I w el o 5 — —� 90 95 III A� 8 ,05 180 60 cd Vertical Light Output Profile 0 10 15 60 70 75 8o 8s 90 95 100 105 115 120 180 Page 3 of 6 Genesis Signal Master Strobe only Temporal Horn /Strobe j Temporal Horn only I Horn only Housing Red or white textured UV stabilized, color impregnated engineered plastic. Exceeds 94V -0 UL flammability rating. Mounting (indoor wall mount only) Flush mount: 21/2 inch (64 mm) deep one -gang box Surface mount: EST model 27193 surface mount box, wiremold box, or equivalent surface -mount box With optional trim plate: one -gang, two -gang, four -inch square, octagonal, or European single -gang box Wire Connections Two screw terminals: single input for both horn and strobe #18 to #12 AWG (0.75 mm to 2.5 mm wire size Operating environment 32 -120 °F (0 -49 °C) ambient temperature. 93% relative humidity Agency Listings /Approvals ' ' — UL 1971, UL 1638, UL464, ULC S525, ULC S526. (Pending: CSFM, MEA, FM, CE.) (All models comply with ADA Code of Fede al Regulation Chapter 28 Part 36 Final Rule.) Operating Voltage 20 - 31 Vdc continuous; 20 - 24 Vdc FWR (full wave rectified). 20 -31 Vdc or 20 -24 Vdc FWR (continuous or coded when horn is set on continuous output) 20 - 31 Vdc or 20 -24 Vdc FWR (continuous or coded) Strobes UL 1971 rated output (cd) UL 1638 rated output (cd) 15 cd; 30 cd; 60 cd; or, 75 cd ULC S526 rated output (cd) Strobe flash rate Self- synchronized: one flash per second within 200 milliseconds over 30 minutes on common circuit. With optional Signal Master: one flash per second within 10 milliseconds indefinitely. Temporal setting (private mode only): synchronized to temporal output of horns on the same circuit. N/A Flash tube enclosure Clear LEXAN Strobe Current See table on next page. Horns - Horn Output* N/A Anechoic @ 24 Vdc: 94 dB (peak); 88 dBA (average) Anechoic @ 24 Vdc FWR: 98 dB (peak); 91 dBA (average) Reverberent @ 24 Vdc: 83 dBA (continuous); 78 dBA (temporal) Anechoic: 87 dBA (average); Reverberent: 77 dBA Horn pulse rate ** Synchronized at temporal rate within 200 milliseconds on common circuit Continuous only Horn Current (typical) 15 mA @ 24 Vdc; 30 mA @ 24 Vdc FWR 25 mA @ 24 Vdc; 30 mA @ 24 Vdc FWR 10 mA @ 24 Vdc * Measured at 10 ft (3m) ** Temporal audible pattern is defined as: 1 /2 sec ON, 1 /2 sec OFF, 1 /2 sec ON, 1 /2 sec OFF, 1 /2 sec ON, 1 sec OFF, then repeat cycle. Genesis Signal Master Wire Connections #18 to #12 AWG (0.75 mm to 2.5 mm wire size Mounting Snaps to back of Genesis device Circuit Rating 2 amps maximum Agency Listings /Approvals UL 1971, UL 1638, UL 464, ULC S525, ULC S526. (Pending: CSFM, MEA, FM, CE). Sychronization One flash per second within 10 milliseconds indefinitely. Operating voltage 20 - 31 Vdc, 20 - 24 Vfwr Operating temperature range 32 - 120 °F (0 - 49 °C) Operating humidity range 0 - 93% RH Specifications Issue 3 EDWARDS SYSTEMS TECHNOLOGY Literature Sheet #85001 -0529 Page 5 of 6 EDWARDS SYSTEMS TECHNOLOGY Compatibility 4 EST2 EST3 IRC -3 /FCC Intelligent Duct Smoke Detector Housing - Model SIG A -DH Features • Suitable for high air velocity duct applications Up to 4000 ft/min. (20.3 m /sec.) with Photoelectric Detector. • Standard Signature Series detectors Designed for use with standard 4D, 3D, and Photoelectric Signature Series smoke detectors. Does not require "special' ductsmoke heads. • Standard, relay, or isolator detector base Detector plugs -into base then easily installs into housing. • Install in ducts up to 10 ft. (3.05 m) wide • Remote LED andteststation accessories • Designed and manufactured to ISO 9001 standards Description The SIGA -DH Duct Smoke Detector Housing is specially engi- neered to exploit all the capabilities of Signature Series intelligent photoelectric and multisensor smoke detectors. EST Signature Series detectors gather analog information from each of their one or more sensing elements and converts it into digital signals. The detector's onboard microprocessor measures and analyzes these signals. It compares them to historical readings, time patterns and known characteristics to make an alarm decision. Digital filters and complex Algorithms are applied for optimum detector accuracy. Unwanted alarms are virtually eliminated. Each duct housing is packaged with detailed installation instruc- tions, gaskets and a self- adhesive drilling template for locating and mounting the detector. The large access door is completely removable to allow fast detector installation and field wiring connections. The 16 gauge steel housing is finished in red baked enamel for easy identification. Five one -gang knockouts on the housing provide a convenient location for mounting intelligent Signature Series modules. The SIGA - DH Duct Housing comes with a 6 inch (150 mm) exhaust tube. Air sampling tubes are available in lengths from 8 inches (200 mm) to 10 feet (3048 mm) and must be ordered separately. Compatible smoke detectors, mounting bases, and accessories are listed in the Ordering Information. Refer to individual device catalog literature pages for more detail. Issue 2 TIA ANALOG ADDRESSABLE INITIATING DEVICES Intelligent Duct Smoke Detectors Compatible Signature Series detectors include the SIGA - IPHS 4D Multisensor Smoke Detector with THREE INTEGRATED SENSING TECHNOLOGIES. It combines Ionization, Photoelectric and Heat sensors and processes and analyzes information from each sensor separately using dynamic filters. Also compatible are the SIGA - PHS 3D Multisensor Detector and the SIGA - PS Photoelectric Detector. The installer selectsthe alarm sensitivity level from the detector's wide 0.67 to 3.7% sensitivity range window. Five settings are available from within the range. Environmental Compensation Detection sensitivity for Signature Series detectors is virtually independent of their installed environment and their physical condition. Each sensing element adapts to long -term changes caused by dirt, humidity, aging etc. Every 8.6 minutes the detector adjusts and updatesthe sensitivity (% obscuration) ambient baseline for its smoke sensing element. Every 68 minutes this information is written to its permanent memory. The detector's alarm sensitivity setting selected bythe installer floats up or down to remain constant relative to the changing baseline. This is called environmental compensation. Identification of Dirty or Defective Detectors Each detector automatically identifies when it is polluted and causes a "dirty detector" message. The detector's sensitivity measurement can also be transmitted to the loop controller. This measurement satisfies NFPA sensitivity measurementrequirements. The detector's internal components are self- supervised. Up to 32 trouble codes are generated and displayed for diagnostics. EDWARDS SYSTEMS TECHNOLOGY U.S. SALES: SARASOTA, FL941- 739-4638; FAX 941 - 727 -1214 • CANADA SALES: OWEN SOUND, ON 519 - 376-2430; FAX 519- 376 -7258 INTERNATIONAL SALES: 905-270-1711; FAX 905-270-9553 • CORPORATE HEADQUARTERS: CHESHIRE, CT • U.S. MANUFACTURING: PITTSFIELD, ME Literature Sheet #85001 -0325 Page 1 of 4 EDWARDS SYSTEMS TECHNOLOGY Compatibility -� ESTI EST2 EST3 LSS4 IRC-3 /FCC Electromagnetic Door Holders Features • Floor and wall mounted styles • Low power consumption • AC and DC models • Completely silent operation • 25 Lbf (111N) minimum holding force • Adjustable, swivel contact plate Description EST Electromagnetic Door Holders are ruggedly constructed and attractively designed. The housing is finished with an aluminum color, durable baked polyester powder paint. The floor or wall section houses the electromagnet while the contact plate attaches to the door. The contact plate has a shock absorbing nylon (swivel) ball which allows the plate to adjust to any door angle. Floor units are available in single -door or double -door (back to back) versions. Wall units are available in flush or surface mounted versions. EST door releases should be installed wherever doors may be effectively used to confine smoke and fire, or where the release of a self - closing door from a remote location is desirablefor other reasons. Fail -safe operation is an inherent feature of EST door holder - releases. If power fails, doors are released automatically but may be opened or closed manually at any time. All units are free of moving parts, are self- contained and require no maintenance. These door holder - releases have a holding force of approximately 25 Lbf (111N). The device holds a door open until signaled by a fire alarm system, heat detector, smoke detector, or electrical switch. When actuated the door holders release doors to a closed position, checking the spread of smoke and flames. Issue 3 Literature Sheet #85001 -0421 ACCESSORIES Basic Models Floor Mounted: The electromagnet portion consists of a floor plate and a floor housing which when installed with gaskets provided, form a weatherproofelectricaljunction box. Incoming conduit connects directly into floor plate and forms an additional meas of anchoring the unittothefloor. Floor mounted units are available with one (Cat. No. 1501) or two (Cat. No. 1502) magnet faces for holding a single door o r two doors back to back. Wall Mounted: Wall mounted models are available in flush, semi -flush and surface mounting configurations. Flush and semi -flush models are de- signed for concealed wiring applications and mount on standard single gang (2 x4 inch) outlet boxes. Surface mounted models mount on a surface adaptor housing (junction box), which is provided. EDWARDS SYSTEMS TECHNOLOGY U.S. SALES: SARASOTA, FL 941-739-4638; FAX 941 -727 -1214 • CANADA SALES: OWEN SOUND, ON 519 - 376 -2430; FAX 519 - 376 -7258 INTERNATIONAL SALES: 905-270-1711; FAX 905-270-9553 • CORPORATE HEADQUARTERS: CHESHIRE, CT • U.S. MANUFACTURING: PITTSFIELD, ME Page 1 of 2 EDWARDS SYSTEMS TECHNOLOGY EST2 BATTERY CALCULATION WORKSHEET EST Signature Series Device Battery Calculation Worksheet Device Type 3 6 X X X X X X X X X X 0.25 0.396 0.223 0.10 0.25 0.396 0.00 0.25 0.396 0.10 0.223 0.10 SIGA Series Detectors SIGA Single Stage Pull Stations SIGA Two Stage Pull Stations SIGA -CC1 /2 SIGA -CR SIGA -CT1 SIGA -CT2 SIGA -LED SIGA -MM1 SIGA -UM, P -Codes 1,2,3, OR 4 SIGA -UM, P -Code 8 SIGA -UM, P -Codes 9,10,11,12,15, OR 16 SIGA -UM, P -Codes 13,14,20, OR 21 n er in a e Calculation Worksheet ) Quantity Standby Current (mA) 24 X 0.045 Total Standby 1.0800 0.0000 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Alarm Current (mA) 0.045 0.40 0.68 2.00 0.40 0.68 0.10 0.0000 0.365 0.0000 0.10 SIGA -WTM 1 X 0.396 11 0.3960 0.68 Total Alarm (mA) 1.0800 0.7500 0.40 1.2000 0.0000 0.68 0.0000 0.10 0.0000 0.10. 0.6000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.6800 2.8260 3.5600 Description 202- 5A -T(VV) 15cd Strobe 202- 7A -T(W) 15/75cd Strobe 202- 3A -T(W) 30cd Strobe 202- 6A -T(W) 60cd Strobe 202- 8A -T(VV) 110cd Strobe 405- 5A -T(W) 15cd Strobe 405- 7A -T(W) 15/75cd Strobe 405- 3A -T(W} 30cd Strobe- 405-6A-T(W) 60cd Strobe 405- 8A -T(W) 110cd Strobe 403 -5A -R 15cd BeII /Strobe Plate 403 -7A -R 15/75cd BeII /Strobe Plate 403 -3A -R 30cd BeII /Strobe Plate 403 -8A -R 110cd Bell/Strobe Plate 757- 15PS(W) 15cd Horn/Strobe 757- 75PS(W) 75cd Horn /Strobe 757- 1A -H(W) Hom 757- 5A -HS(W) 15cd Horn /Strobe 757- 7A- HS(VV) 15/75cd Horn /Strobe 757- 3A -HS(W) 30cd Horn /Strobe 757- 8A- HS(VV) 110cd Hom/Strobe 757- 1A -C(W) Chime 757- 5A- CS(W) 15cd Chime /Strobe 757- 7A -CS(W) 15/75cd Chime /Strb. 757- 3A -CS(W) 30cd Chime /Strobe 757- 8A -CS(W) 110cd Chime /Strobe 439D- 6AW( -R) 6" 24VDC Bell 439D- 8AW( -R) 8" 24VDC Bell 439D- 10AW( -R) 10" 24VDC Bell Quantity 6 17 Current Draw (mA) Total Current fmnA) 0 70 105 630 105 0 162 0 219 0 70 0 105 0 105 0 162 0 219 0 70 0 105 0 105 0 219 0 107 0 200 3400 23 0 93 0 128 0 128 0 242 0 12 0 82 0 117 0 117 0 231 0 75 0 75 0 75 TOTAL CURRENT DRAW 4030 Smoke Power, 4 -wire ................:... Smoke Power, SIGA -UM, P -Code 13,14,20,or 21 ( for 0) 2 -MCM 2 Smoke Power, SIGA -UM, P -Code 13,14,20,or 21 ( tor 0) 2 -LCX SIGA -UM P -Codes 13,14,20, or 21 1 ...........: . Notification Appliance Devices Supervisory Hours Alarm Minutes 0.0833 2 -MCM Main Controller Module w/ LCD & Primary Power Supply LSRA -C Front Panel LED Modules Front Panel LED /Switch Modules RPM Module Device Current From Worksheet Total: Battery Calculation 1 1 DL2 Module Standby (mA) 150 80 5 5 20 10 Total Standby [mA) 150 80 0 0 0 3 0 0 275 80 75 75 21 20 34 34 2 Total Alarm 275 80 0 0 0 0 4 0 68 0 0 Battery Capacity ( AH )= 7.029 Cooper Roberts Simo'risen Architects MI ffiEM 24 April 2002 Val Christensen Building Official City of Rexburg P.O. Box 280 Rexburg, Idaho 83440 Dear Val, The following is in response to your review comments dated 4/11/2002, and Chris Huskinson's review comments dated 4 -6 -02. For clarity we have retyped each review comment (see bolded text). Our response follows each review comment. Response to comments made by the Building Official, Val Christensen. CRE,TirNIG BETTER COMMUNITIES E..z0E, IenCe in '" oncY Design Uton 2000 Arm of The Yea; 1. The electronics lab (room 202) is not shown to have fixed seating. The occupant Toad calculated using table 10 -A from the 1997 Uniform Building Code (UBC) is 71. Provide 2 exits to this room. 1.a Brigham Young University -Idaho will install fixed drafting tables in Electronics Lab 202 prior to occupancy of Phase I (see the attached drawing GI002.1 for layout). When Phase II of the project is complete the drafting tables will be removed and laboratory benches will be installed (see the attached drawing AE101.1 for layout). 2. The window jamb detail (A2) on page AE501 identifies 3 layers of gypsum board as 2 -hr fire protection around the new structural members. This protection should also be extended to cover the structural angles around the opening. 2.a Addendum #004 extends the gypsum board to cover the steel angles at the window. See the attached drawing sheet AE501.2 in Addendum #004. 3. On page GI002 the UBC Code Information identifies that the roof deck and trusses are to be fireproofed. How is this to be accomplished? 3.a The roof deck and trusses will be fireproofed utilizing applied fireproofing. See specification "Section 07810 — Applied Fireproofing ". Addendum #003 clarifies the required thickness on the open web steel joists by adding the UL Design No. N743 to the contract documents. See drawing sheet AE505.1 in Addendum #003 attached herewith. See also general note #7 on sheet AE101 which reads as follows, "Existing roof structure and decking to receive applied fire - proofing to establish one -hour fire - rating. See fire -rated assembly details on sheets AE504 and AE505 ". See also general note #3 on sheet G1002 which reads as follows, "Existing roof structure and decking to receive one -hour applied fire - proofing. See fire -rated assembly details on sheets AE504 and AE505 ". 4. I'm not sure how the corridor and the ducts are constructed. With the details provided, I can't determine if the dampers are doing their job. Please provide details. 4.a All of the new walls are being constructed from the floor deck to the roof deck (i.e. all walls regardless of fire- rating will be extended to the underside of the roof deck). See general note #1 on sheet AE192 which reads as follows, "All walls to extend to underside of roof deck, see COOPER ROBERTS SIMONSE(`.` ARCHITECTS • P.O. BOX 2421 • IDAHO FALLS, IDAHO 83403 -2421 (208) 524 -4621 • FAX (208) 523 -3681 • w w,crsarchitects,c m Cooper Roberts Simonse n Architects MI Response to comments made by the Rexburg Madison County Fire Department (Chris Huskinson). CREATING BE OCAiltvitiNITIES &ceilence in Design 2000 Firrn of the Year D1 /AE503 ". Detail D1 /AE503 specifies states the following "Firestop material, (fire -rated walls) see fire -rated assembly details ". See drawing sheet AE503.1 in Addendum #003 attached herewith. Specification Section 07840 — Firestopping specifies the material to be used. There is a "F.S.D." note near all of the ducts that require smoke dampers (see Sheet M -102 in the submitted set of drawings). Addendum #003 provides a combination fire /smoke damper detail. See drawing sheet SK- M502 -2 in Addendum #003 attached herewith. 5. Please respond to the items that the fire department has identified. 1 have attached a copy of their review to the back of this document. 5.a See below. 6. Have the trusses that acquire the Toads from the antennae installation been checked to see if they will support the additional weight? 6.a Yes. 1. Required Fire Flow (Appendix III -A): 2,500 GPM /two hours. Comments: Fire flow requirements may be reduced up to 50 percent if an approved automatic sprinkler system is installed. 1.a An automatic sprinkler system will be installed and operational at the completion of this project. BYU -Idaho performs tests on all fire risers on a quarterly basis. The past two years of tests on the existing fire riser in the Mark Austin Engineering and Technology Building has yielded a static pressure that has ranged from 105 PSI to 135 PSI and a residual pressure that has ranged from 75 PSI to 105 PSI. Based upon the static pressure and the residual pressure, the fire flow in the existing fire riser will meet or exceed the 1,250 GPM /two hour requirement. 2. Water Supply (Article 9, Section 903) Required: Yes. Fire Hydrant Location: C-41, C-48. Fire Hydrant Flows: Okay. Other Approved Water Source: None. Water Supply Acceptable: Yes. Fire Hydrant Location Acceptable: Yes. Water Supply Comments: None. 2.a No response required. 3. Fire Apparatus Access Roads (Article 9 Section 902) Required: Yes. Acceptable: Width: Yes. Length: Yes. Surface: Yes. Turning Radius: Yes. Grade: Yes. Clearance: Yes. Turn Around: Yes. Complete Road Acceptable: Yes. 3.a No response required. 4. Access Roads and Water Supply, Including Fire Hydrants Are Required to Be Installed And Made Serviceable Prior to and During Time of Construction (Article 9 Section 901.3): Yes. Comments: If not installed prior to construction a stop work order will be issued. 4.a The water supply and access roads are existing and currently operational. The water supply and the access roads will remain operational during construction. 5. Installation of Portable Fire Extinguishers (Article 10 Section 1002) Required: Yes. Location Acceptable: Not Shown. Type Provided Acceptable: Not Shown. Comments: Extinguishers Placed as required by the 1997 UFC. 5.a Portable Fire Extinguishers will be provided during and after construction. See specification Section 01500 — Temporary Facilities and Controls paragraph 3.2, C. for fire extinguishers to be utilized during construction. See specification Section 10523 — Fire Extinguishers and Cabinets COOPER RCBERTS SiMONSEi•4 ARCHITECTS • P.0, BOX 2421 • IDAHO FALLS, IDAHO 83403 -2421 (208) 524 -4621 • FAX (208) 523 -3681 www.crsa:chitects,com Cooper Roberts Simofisen Architects MN MEM ?, • COOPER ROBERTS SIMONSE` ARCHITECTS • P.O. BOX 2421 • IDAHO FALLS, IDAHO 83403 -2421 (208) 524 -4621 • FAX (208) 523 -3681 • www.crsarchitects.com CREATING BETTER COMM UNITIES EXc:,ller 4. :and Design 000 Ffrrn of The Yea' for fire extinguishers to be installed as part of the completed project. Three fire extinguishers and cabinets will be installed in the completed work. See reference note #1 on drawing sheet AE101 which reads as follows, "Fire extinguisher cabinet, Typ. See D2/AE501 ". The fire extinguishers are located as follows: one in Fab. Lab 204A, one in Corridor 201 just outside the Telecomm 209 room, and one in Corridor 201 just outside Office 219 (see drawing sheet AE101). The placement of the fire extinguishers meets the 1997 UFC. 6. Automatic Fire Extinguishing Systems: (Article 10 Section 1003) Required: Yes. Type of System Being installed: Not Shown. Sprinkler System Monitoring Required (Article 10 Section 1003.3) Required: Yes. Comments: Have been verbally told that a sprinkler system will be installed although not on line until summer of 2003. Request written documentation of this proposal. 6.a The type of fire sprinkler system being installed is specified in specification Section 15300 — Fire Sprinkler System. The type of fire sprinkler system specified is a Wet -pipe fire sprinkler system per NFPA 13. The successful bidder for the project will prepare submittals as described in specification Section 15300. The submittals will contain information as outlined in NFPA 13 chapter 8. The submittals (drawings and hydraulic calculations) will be submitted to each Authority Having Jurisdiction. The final design of the fire sprinkler system will incorporate all the requirements of the Authority Having Jurisdiction. Work will only be preformed from the reviewed documents. The fire sprinkler system will be fully operational at the completion of this first phase of the project. There is an existing fire riser in the wood shop of the main level of the Mark Austin Engineering and Technology Building. The existing Fire Riser will be modified to accommodate the new fire sprinkler system. See specification Section 15300 and drawing sheet P -102 for further information regarding the fire sprinkler system. 8. Fire Alarm Systems (Article 10 Section 1007) Required: Yes. Type of System Required: Manual: Automatic: Both: Yes. Components Shown: Smoke Detectors: Yes. Heat Detectors: No. Manual Pull Station: Yes. Sounding Devices: Yes. Visual Devices: Yes. Door Holders: Yes. Duct Detectors: Unknown. Flow Alarm: Unknown. Fire Alarm System Acceptable: No, strobe units not acceptable in this application, please replace all with combination horn /strobe units. 8.a There are duct detectors to be installed in the supply and the return air paths of the main building air handler. See sheet E -104 — Second Floor Special Systems Plan. There is an existing flow alarm and fire riser. The existing flow alarm will remain in use. All strobe only units have been changed to horn /strobe units. See paragraph IV -19 of Addendum #003 attached herewith. 10. Other Corrections That Are Required by Special Occupancy or Conditions /Comments: Fire alarm plans incomplete. Plans do not show the size of horn /strobes, handwritten comments are misleading. Some areas not covered by horn /strobe units. Missing submittals for alarm control and trouble signaling equipment, battery calculations, conductor type and sizes, voltage drop calcs, manufacturers, model numbers and listing information for equipment, devices and materials, and the interface of fire safety control functions. Please address all comments above. 10.a The size of the horn /strobes was clarified in Addendum #003 to be 95 candela minimum. See paragraph IV -16 of Addendum #003 attached herewith. All public spaces have been covered by horn /strobe units. Private offices have been excluded as allowed by code. Code specifies a minimum of 10 decibels above ambient sound level. As currently configured we anticipate compliance with the code required decibel level. Conductor type and sizes are specified in Specification Section 16120 — Basic Materials and Methods paragraph 2.02, A and B. The Cooper Roberts Simdfisen Architects WE Thank you, jedd alan walker, AIA Project Manager COMMUNMES Planning ono "r < > COOPER ROBERTS SIIV1ONSEN ARCHITECTS • P.O. BOX 2421 • IDAHO FALLS, IDAHO 83403 -2421 (208) 524 -4621 FAX (208) 523-3681 • www.crsarchitects.com .41A Utoh 20(X] Firm of the Yecr contractor will provide submittals for the alarm control and trouble signaling equipment, battery calculations, Voltage drop calculations, manufacturers, model numbers and listing information for equipment, devices and materials, and the interface of the fire safety control functions. See specification Section 16720 — Alarm and Detection Systems paragraph 1.06 for submittal requirements. a D a * a z 0 co 0 r- D m z m • o -0 0 zm o 0 2 n 0 cn � m O a N � ■ 0 -1 m O N N O O N ECOMM 209 12 SF I 0I 119 49 48 - - 1- - -- 5 -0° k I I L --- -L - -_- O .I L - --L - -_ 0 in m E Z 1 U ` X_i w O N ELECTRONICS LAB 204 1,114.26 SF ELECTRONICS LAB 2 1,424.23 SF 4 - –L_ L---L---L-- I I I I I 1 - -L - -_J L -- --L — ---L — — OWNER PROVIDED AND INSTALLED FIXED DRAFTING TABLES (NOT IN CONTRACT) I I I I I I I I I L - ---L — –L — --� L --- L -- -L — --� - ----- r -1- - - I I I I I - --� L- -- L-- _L - -J • m 0 2 m 0 m 0 co 0 0 GG) • 0 m 0 0 m 0 N 0 0 N N N � 0) r O z C �J 0 0 (1) 0) G) O () m z m 7J z 0 I I I I I I I I I I I aE4o2 I I I I I I TYR-- --r- -I L_ ELECTRONICS LAB I204I ELECTRONICS LAB I202I Cooper Roberts Simonsen Architects ®R than ALA Date: To: From: • Project: Second Level Remodel to Mark Austin Engineering and Technology Brigham Young University -Idaho Rexburg, Idaho 83460 22 April 2002 Ormond Builders, Inc. RE Beck Construction Double E Construction, Inc. Commercial General Jacobsen Construction BYU -Idaho Physical Plant Building The Builders Exchange Associated General Contractors Dodge / Scan Cooper Roberts Simonsen Architects P.O. Box 2421 Idaho Falls, Idaho 83403 -2421 `7/04.41 o ly 91444.4 3062. ADDENDUM #004 P:1B02- 005\Text \07 - Bid & Construction \Addenda\Addendum 004.doc Owner's 2278 Building Project No.: Architect's B02 -005 Project No.: Fax Fax Fax Fax Fax Fax Fax Fax Fax This Addendum forms a part of the Contract Documents and modifies the original Bid Documents dated April 4, 2002 as noted below. Acknowledge receipt of this Addendum in the space provided on the Form of Proposal. Failure to do so may subject the Bidder to disqualification. This Addendum consists of two (2) 8'/2 "xl1" sheets and nine (9) 8'/" x 11" drawing sheets. I. CHANGES TO PRIOR ADDENDA: 1 -1 None 11. CHANGES TO BIDDING REQUIREMENTS: 11 -1 None 111. CHANGES TO SPECIFICATIONS: 111 -1 None (208) 524 -7488 (208) 528 -0994 (208) 538 -5318 (208) 522 -2827 (801) 973-7496 (208) 496 -2490 (208) 232 -3490 (208) 523 -9267 (801) 972 -8975 (208) 524 -4621 Fax (208) 523 -3681 IV. CHANGES TO DRAWINGS: IV -1 AE501 — Details a) Detail Al — Window Sill detail. Replace detail A1/AE501 with the attached detail A1/AE501 (see the attached AE501.1 drawing). b) Detail A2 — Window Jamb /Head Sim. Detail. Replace detail A2/AE501 with the attached detail A2/AE501 (see the attached AE501.2 drawing). IV -2 AE503 — Casework and Other Details a) Detail Al — Casework Detail. Replace detail Al /AE503 with the attached detail Al /AE503 (see the attached AE503.1 drawing). b) Detail A2 — Casework Detail. Replace detail A2 /AE503 with the attached detail A2 /AE503 (see the attached AE503.2 drawing). COOPER ROBERTS SIMONSEN ARCHITECTS • P.O. BOX 2421 • IDAHO FALLS, IDAHO 83403 -2421 (208) 524 -4621 • FAX (208) 523 -3681 • www.crsarchitects.corn Cooper Roberts Simonsen Architects $I . 0 a. A14 2000 _ ..... s..; c Y c.f End of Addendum #004: • • ADDENDUM #004 P:1802- 005 \Text \07 - Bid & Construction \Addenda\Addendum 004.doc c) Detail B5 — Casework Detail. Replace detail B5/AE503 with the attached detail B5 /AE503 (see the attached AE503.3 drawing). d) Detail C3 — Casework Detail. Replace detail C3 /AE503 with the attached detail C3 /AE503 (see the attached AE503.4 drawing). e) Detail C4 — Casework Detail. Replace detail C4 /AE503 with the attached detail C4 /AE503 (see the attached AE503.5 drawing). IV -3 E -602 — Electrical One -Line Diagram a) Reference the attached supplemental drawings SK- E602 -2 and SK- E602 -3 for the electrical one -line diagram. Issued by: Jedd A. Walker, AIA Cooper Roberts Simonsen Architects COOPER ROBERTS SIMiONSEN ARCHITECTS • P.0. BOX 2421 • IDAHO FALLS. IDAHO 83403 -2421 (208) 524 -4621 • FAX (208) 523 -3681 • vw,w.crsarchitecfs.corn 3 LAYERS 5/8" "GREEN" GYPSUM BOARD. ALL AROUND OPENING. 1 WINDON SILL SLOPED ROWLOCK COURSE OF BRICK METAL WINDOW, W/ 9141119. SEALANT OVER BACKER ROD BOTH SIDES TYP. SEE S - u TUR EXISTING WALL 5/8" GYP BOARD ON 1/8" HAT CHANNEL AE501 -41 -O8 SCALE: 1 1/2" = 1'-O" Cooper /Roberts Architects EE 700 NORTH 200 WEST SALT LAKE CITY, UTAH 84103 (801) 355 -5915 FAX (801) 355 -9885 www.crarchitects.com MARK AUSTING ENG. & TECH. BUILDING SECOND LEVEL REMODEL PROJECT NO: B02 -005 CAD DWG FILE: Addendum.004.AE501.1.dwg DRAWN BY: JAW ADDENDUM #004 DETAIL A1/AE501 WINDOW SILL DATE: 04/22/2002 CHECKED BY: JAW AE501.1 SCALE: I V2" = I' -0" STEEL ANGLE LINTEL. COORDINATE WITH STRUCTURAL. / / / / / / // /. / / / / / / / // / / / / " / / / ///,/ / / / A / HIi fro JAMS / I- 1/2 " =1 -0" 1/8" NAT CI- ANNEL EXISTING WALL 3 LAYERS 5/8" GYPSUM BOARD AT EACH COLUMN. METAL FRAMING STEEL BASEPLATE(BEYOND COORDINATE WITW STRUCTURAL 3 LAYERS 5/8" "GREEN" GYPSUM BOARD. ALL AROUND OPENING. METAL WINDOW, SEALANT OVER BACKER ROD BOTH SIDE TYP. BRICK COURSING. SEE AE501 -42 -O8 Cooper /Roberts Architects ME 700 NORTH 200 WEST SALT LAKE CITY, UTAH 84103 (801) 355 -5915 FAX (801) 355 -9885 www.clarchitects.com MARK AUSTING ENG. & TECH. BUILDING SECOND LEVEL REMODEL PROJECT NO: B02 -005 CAD DWG FILE: Addendum.004.AE501.2.dwg DRAWN BY: JAW CHECKED BY: JAW ADDENDUM #004 DETAIL A2/AE501 WINDOW JAMB /HEAD SIM. DATE: 04/22/2002 AE501.2 SCALE: 3/4" = N 700 NORTH 200 WEST SALT LAKE CITY, UTAH 84103 (801) 355-5915 FAX (801) 355 -9885 www.crarchitects.com Cooper /Roberts Architects 1' -2" 3/4" OPEN KNEE SPACE Ix4 CONT. MOUNTING STRIP W/ 1/4" DIA SCREWS AT 16" O.G. TOP AND BOTTOM INTO STUDS DOOR ADJUSTABLE SHELVES TWO PER CABINET TYP. BACK COUNTERTOP BEYOND WHERE OCCURS 4 "x3/4" HARDWOOD BACK SPLASH W/ 1/8" RADIUS CORNER DESK TOP - PLASTIC LAMINATE ON 3/4" SUBSTRATE. I I/2 "x3/4" HARDWOOD EDGE W/ 1/8" RADIUS CORNERS m DRAWER - WHERE OCCURS STEEL BRACKET SEE C2 /AE503. SUPPORT BEYOND BASE MARK AUSTING ENG. & TECH. BUILDING SECOND LEVEL REMODEL PROJECT NO: B02 -005 I DATE: 04/22/2002 CAD DWG FILE: Addendum.004.AE503.1.dwg DRAWN BY: JAW ADDENDUM #004 DETAIL Al /AE503 CASEWORK DETAIL CHECKED BY: JAW AE503.1 O CV O SCALE: 3/4" = 1 I' -2" I' -10 1/2" 3/4" 2' -6" AT ROOMS 202, 204, -0" IX BASE FRAMING WALL LINE 1x4 CONT. MOUNTING STRIP W/ 1/4" DIA SCREWS AT 16" O.G. TOP AND BOTTOM INTO STUDS DOOR ADJUSTABLE SHELVES TWO PER CABINET TYP. BACK 4 "x3/4" HARDWOOD BACK SPLASH 1 RADIUS CORNER DESK TOP - PLASTIC LAMINATE ON 3/4" SUBSTRATE. I I/2 "x3/4" HARDWOOD EDGE W/ I/8" RADIUS CORNERS ADJUSTABLE SHELF DOOR BASE Cooper /Roberts Architects: 700 NORTH 200 WEST SALT LAKE CITY, UTAH 84103 (801) 355 -5915 FAX (801) 355 -9885 www.crarchitects.com MARK AUSTING ENG. & TECH. BUILDING SECOND LEVEL REMODEL PROJECT NO: B02 -005 I DATE: 04/22/2002 CAD DWG FILE: Addendum.004.AE503.2.dwg DRAWN BY: JAW CHECKED BY: JAW ADDENDUM #004 DETAIL A2 /AE503 CASEWORK DETAIL AE503.2 IX BASE FRAMING CASJ'IORK DETAIL 3/4" : 1' -0" 4 "x3/4" HARDWOOD BACK - SPLASI-1 W/ I/8" RAD. CORNER DESK TOP - PLASTIC LAMINATE ON 3/4" SUBSTRATE. I I/2 "x3/4" HARDWOOD EDGE W/ I/8" RADIUS CORNERS DRAWER FRONTS SCALE: 3/4" = 1 Cooper /Roberts Architects 700 NORTH 200 WEST SALT LAKE CITY, UTAH 84103 (801) 355-5915 FAX (801) 355 -9885 www.crarchitects.com MARK AUSTING ENG. & TECH. BUILDING SECOND LEVEL REMODEL PROJECT NO: B02 -005 CAD DWG FILE: Addendum.004.AE503.3.dwg DRAWN BY: JAW CHECKED BY: JAW ADDENDUM #004 DETAIL B5 /AE503 CASEWORK DETAIL DATE: 04/22/2002 AE503.3 3/4 " =I' -0" FLOOR LINE CASENORK DETAIL DESK TOP - PLASTIC LAMINATE ON 3/4" SUBSTRATE. I I/2 "x3/4" I- {ARDWOOD EDGE H/ 1/8" RADIUS CORNERS NOTCH FOR HIRE GI-ASE COORDINATE H/ ELECTRICAL 3/4" DIVIDER ® 36" O.G. 3/4" PANEL VI/PLASTIC LAMINATE SCALE: 3/4" = 1' -0" Cooper /Roberts Architects ME 700 NORTH 200 WEST SALT LAKE CITY, UTAH 84103 (801) 355 -5915 FAX (801) 355 -9885 www.crarchitects.com MARK AUSTING ENG. & TECH. BUILDING SECOND LEVEL REMODEL PROJECT NO: B02 -005 CAD DWG FILE: Addendum.004.AE503.4.dwg DRAWN BY: JAW ADDENDUM #004 DETAIL C3 /AE503 CASEWORK DETAIL DATE: 04/22/2002 CHECKED BY: JAW AE503.4 in N 3/4".1 WALL LINE CASE1s1O#2K DETAIL 4 "x3/4" HARDWOOD BACK SPLASH W/ 1/8" RADIUS CORNER DESK TOP - PLASTIC LAMINATE. ON 3/4" SUBSTRATE. 1 I/2 "x3/4" HARDWOOD EDGE W/ 1/8" RADIUS CORNERS STEEL BRACKET SEE C2 /AE503 3/4" PANEL IA/PLASTIC LAMINATE FLOOR LINE SCALE: 3/4" = 1' -0" Cooper /Roberts Architects NE 700 NORTH 200 WEST SALT LAKE CITY, UTAH 84103 (801) 355 -5915 FAX (801) 355 -9885 www.crarchitects.com MARK AUSTING ENG. & TECH. BUILDING SECOND LEVEL REMODEL PROJECT NO: B02 -005 CAD DWG FILE: Addendum.004.AE503.5.dwg DRAWN BY: JAW ADDENDUM #004 DETAIL C4 /AE503 CASEWORK DETAIL DATE: 04/22/2002 CHECKED BY: JAW AE503.5 Y S7 C csi w z o C z • AggiL w V w o J S 4 LLI I I NPA PANEL 'F" tSl TO REPLACE EXASI'ING ILI 111 SEE SCHEDULE ) NEW PANEL '6 TO REPLACE EX15111% `_ I SCHEDULE SCALE: NONE NEW PANEL '6i" TO REPLACE EXISTING SEE SGHEDU E DRAWING NOTES NEB PANEL 'H' TO REPLACE EXISTING JCL SCI EDU E O I EXTEND EXISTING GOI:'LUIT TO PEW PANE LOCATION. RE310VE EXISTING COND tTGRS AND INSTALL NEW CONDUCTOR FROM PANEL M TO EACT-f RESPECTIVE PANEL. O 2 REPLACE EXISTING BREAKER HITT'I NEW BREAKER SIZE AS NOTED. ELECTRICAL ONE -LINE DIAGRAM NEW PANEL '9' TO REPLACE EXISTING r,CC SCHEDULE Hag <1,11 3 M CD 0 CV N CO 0 mot. M M 0 • • 2500A, '209V, 3L, 4V'l FRai () 25CK'JA 'ILLEJ � STY:= 1R4:N'{0?1 =R5 IEt15TI� & ;=,yr1 2 2250 EX 51T)v S96A 5E2vk,E I20l2C8V, 39, 46 r IC ' JJ 'E_Li.51 1 2:60.3 P: 3 -VO N 1 - V0 6: I-06 E' STING PANEL 7.1* I2a70aV. ,10.4Tt.2500A e� EQ. o. G. 2Ceh20J, 7.00A, 3$' 43t CAT W. 4',.,4 - 1- 2 - T r Y G N < aklaa. W COW-LIFER - ?Td FLOOR VO E€ PEW/VW P: 3-1/0 N: I -1 /0 G I -06 2' 6 N E,P. 'AI' 4tyPAbE. 'L' P: 3 -35G N: I -350 6: 1-04 ELECTRICAL ONE -LINE DIAGRAM SCALE: NOME OH r 3-3X I N: I -3X :1-06 P: 3- N: 1 -500 6: 1 -03 31'2' !t 0 6 Y �fiAA 'CI' I 'Ak I_ 'c! mI N kn uJ i 0 W 0 w 0 a m • Cooper Roberts Simonsen Architects /II F; V ( of „ 2000 Ye C;1 Project: Second Level Remodel to Mark Austin Engineering and Technology Brigham Young University -Idaho Rexburg, Idaho 83460 Date: To: From: 19 April 2002 Ormond Builders, Inc. RE Beck Construction Double E Construction, Inc. Commercial General Jacobsen Construction BYU -Idaho Physical Plant Building The Builders Exchange Associated General Contractors Dodge / Scan Cooper Roberts Simonsen Architects P.O. Box 2421 Idaho Falls, Idaho 83403 -2421 This Addendum forms a part of the Contract Documents and modifies the original Bid Documents dated April 4, 2002 as noted below. Acknowledge receipt of this Addendum in the space provided on the Form of Proposal. Failure to do so may subject the Bidder to disqualification. This Addendum consists of two (6) 8 1/ "x11" sheets and twenty (21) 8'/z" x 11" drawing sheets. CHANGES TO PRIOR ADDENDA: 1 - Addendum #002 a) Paragraph IV, IV -1, a).: the small corridor at the east end of the main corridor contains vinyl asbestos tile as indicated in the original contract documents. Delete paragraph IV, IV -1, a) from addendum #002. 11. CHANGES TO BIDDING REQUIREMENTS: 11 -1 Instruction to Bidders b) Section 9 — Prior Approvals and Substitutions Owner's 2278 Building Project No.: These items shall be reflected in the bid breakdown form as indicated. ADDENDUM #003 P: \B02- 005 \Text \07 - Bid & Construction \Addenda\Addendum 003.doc Architect's B02 - 005 Project No.: Fax (208) 524 -7488 Fax (208) 528 -0994 Fax (208) 538 -5318 Fax (208) 522 -2827 Fax (801) 973 -7496 Fax (208) 496 -2490 Fax (208) 232 -3490 Fax (208) 523 -9267 Fax (801) 972 -8975 (208) 524 -4621 Fax (208) 523 -3681 ELECTRICAL PRIOR APPROVALS The following manufacturers, vendors, etc., are noted in compliance with the "Instructions to Bidders ". Furnish only equipment and materials from among those listed in the specifications or in this prior approval list. Any furnished item shall comply with the criteria and character of the basic specification, fully adapted to the actual project conditions. Costs of accommodating equipment which varies from that indicated shall be the responsibility of the Contractor. COOPER ROBERTS SIMONSEN ARCHITECTS • P.O. BOX 2421 • IDAHO FALLS. IDAHO 83403 -2421 (208) 524 -4621 • FAX (208) 523 -3681 • www.crsorchitects.com - Cooper Roberts Simonsen Architects II II Utah Al4 n at 2000 %-,, .. , of the Year ME • • ITEM SECTION 16140 Wiring Devices ADDENDUM #003 P:1802- 005 \Text \07 - Bid & Construction \Addenda\Addendum 003.doc MANUFACTURER Pass & Seymour CRB Series CS Series SECTION 16440 Transient Voltage Surge Suppression Equipment Square D Compnay III. CHANGES TO SPECIFICATIONS: III -1 Section 01200 — Price and Payment Procedures a) 1.2 Alternates. (1) Alternate No. A. (a) See the attached drawing AE506.2 for elevations of the windows that are to be replaced. The largest piece of glazing is roughly 18 square feet. The glazing thickness of windows larger than 15 square feet is to be 1/16 inch minimum, double strength. (b) Clarification: The existing window does not appear to be cast into the precast concrete window sill. III -2 Section 09305 — Tile Setting Materials and Accessories a) , Add the following to 2.1 Materials: (1) Stone Window Stools (a) Texture and color variation shall be within limits established by Architect's approved sample. (b) Free of defects that would materially impair strength, durability, and appearance. (c) Finish — 80 grit exterior hone. (d) White marble with minimal dark grain, one piece, 3 inch thick. III -3 Section 13110 — Communications Tower a) Clarification: The communications tower is provided and installed by the contractor. III-4 Section 15440 Plumbing Fixtures a) Paragraph 2.02, F, 1, b. Delete "(1) Delany -"Presto" No. 402 -1" and "(3) Zurn - "Aquaflush" No. Z- 6000XL -WS1." b) Paragraph 2.02, F, 3, b. Delete "(1) Delany "Impulse" No. I- 1431 -1 "and "(3) Zurn "AquaSense" No. ZR- 6003XL -WS1." c) Paragraph 2.02, F, 4, b. Delete "(2) Watts" III -5 Section 15940 Air Outlets and Inlets a) Delete paragraph 2.02 Louvers III -6 Section 15955 Mechanical Control Systems a) Add the following to Part 3 — Control Sequences. 3.07 EXISTING CENTRAL FAN TEMPERATURE /ECONOMIZER CONTROL SEQUENCES A. In the building occupied mode the existing supply fan and return /relief fan are enabled via the new DDC control system. COOPER ROBERTS Slrv?ONSEN ARCHITECTS • P.0, BOX 2421 • IDAHO FALLS, IDAHO 83403 -2421 (208) 524 -4621 • FAX (208) 523 -3681 • www.crsarchitects.com itects.com Cooper Roberts Simonsen Architects *1 Utah A,. 200.r Run r il fro Year no • • ADDENDUM #003 P: \B02 -005 \Text \07 - Bid & Construction\Addenda\Addendum 003.doc The start and stop time shall be adjustable by the owner. (The owner has the return /relief fan is manually shut off.) B. Discharge air sensors acting through the DDC system modulates the new cooling coil control valve, existing heating water control valve and existing mixed air damper and relief dampers (all in the new damper motors), in sequence. 1. When outside air temperature is 75 °F or cooler allows for free cooling the mixed air dampers modulates to use outside air for free cooling. 2. The mixed air sensor acting through the DDC system controls the mixed air at a low limit of 55 °F unless over ridden by the CO2 or VOC sensors and then the low limit is 45 °F. 3. When required by the CO or VOC sensor, more outside air will be brought in and the existing heating water control valve will modulate to provide a discharge air temperature of 55 °F. Acts as a high limit and local limit 90 °F and 55 °F respectively. 4. When outside air is unable to meet the cooling load the new 3 -way modulating chilled water valve (see attached detail SK M501 -1) modulates to maintain the 55 °F discharge air temperature. C. The system shuts down should abnormal conditions occur. i.e. smoke detectors, freeze stat, building fire alarm. 3.08 EXISTING FAN STATIC PRESSURE CONTROL A. New static pressure sensors one on level two at the end of the new duct row and one in the crawl space at the end of the existing supply duct provides a signal to the DDC control. When the pressure rises to 1" wg the new control damper in the existing duct serving the south maintenance shop office shall modulate open. Provide control points for a future supply fan VFD. 3.09 EXISTING BUILDING STATIC PRESSURE CONTROLS A. The DDC System shall have spare points to control the future return /relief fan VFD and existing relief damper. III -7 Section 15910 Ductwork Accessories a) 2.03 Smoke Damper and 2.04 Combination Fire /Smoke Damper The actuators shall have electric operators rather than pneumatic. The electric operators shall be Honeywell or equivalent and be the type that does not require cycling. III -8 BYU Idaho Telecommunications standards a) Clarification: The verification form located at the end of the section shall be filled out, signed and returned to the owner by the successful bidder IV. CHANGES TO DRAWINGS: IV -1 GI003 — Staging Area Plan a) Change reference note #2 to read as follows, "Contractor provided 6' -0" tall chain link fence ". b) Change reference note #3 to read as follows, "Contractor provided 6' -0" tall lockable chain link entrance gate ". COOPER ROBERTS SIMONSEN ARCHITECTS • P.O. BOX 2421 • IDAHO FALLS, IDAHO 83403 -2421 (208) 524 -4621 • FAX (208) 523 -3681 ww,v,c•rsarcnitects.com Cooper Roberts Simonsen Architects /II Ai4 MOM 20(30 ` Oct? L, Year • ADDENDUM #003 P: \B02 -005 \Text \07 - Bid & Construction\Addenda\Addendum 003.doc IV -2 S101 — a) Sheer wall locations are to be as shown on the attached "Second Floor Plan" drawing. b) Provide and install steel lintels to support the brick veneer at the three new window locations. Lintels to be sized in accordance to the attached "Steel Angle Lintels" schedule. IV -3 S501 — a) Detail 5 — (1) Add glass fiber reinforcement at each corner of each new opening as per the revision enclosed with this addendum (see detail 5/S501 attached herewith). IV -4 AD101 — Demolition Plan a) Salvage 300 square feet of the existing colored CMU for the Owner's use. The CMU will be stored in the basement of the Mark Austin Building. b) Reference the existing CMU walls in Copy /Break 216G. Enlarge the existing CMU door openings (two locations) as required so that the new CMU courses out with the existing CMU coursing. IV -5 AE101 — Floor Plans a) Add the following to the general notes: (1) Repair the existing roofing as required at all new and modified roof penetrations. Repairs to conform to EPDM Manufacturer's standard details and recommendations. (2) Clarification: all walls extend to the underside of the roof deck. IV -6 AE102 — Wall Framing Plan a) Add the following to the general notes: (1) The tops of all fire -rated walls (see sheet G1002) are to be fire - caulked in conformance with applicable UL Assembly. IV -7 AE501 — Details a) Detail Al — Window Sill (1) The window stool is to be stone. IV -8 AE503 — Casework and Other Details a) Detail C3 — Casework detail (1) Change the 4" dimension to 6 ". The Panduit T -70 raceway will be mounted to the back panel. Coordinate with detail 1/E503. b) Detail D1 — Top of Wall Detail (1) Replace detail D1 /AE503 with the attached detail D1 /AE503 (see drawing sheet AE503.1). IV -9 AE505 — Fire Rated Assembly Details a) Add the attached detail A3 /AE505 to the sheet (see the attached drawing AE505.1). IV -10 AE506 - Fire Rated Assembly Details a) Create a new sheet AE506 and add the attached detail A3 /AE506 to the sheet (see the attached drawing AE506.1). IV -11 AE601 — Schedules and Details a) Door Schedule (1) Change the fire - rating of door 216A to 45 minutes. ■V -12 M -001 — Mechanical Equipment Schedules and Symbol Legend a) Delete the "R -2" return air grille from the Grille and Diffuser Schedule b) The heating water has a 40% glycol mixture, coil capacities for the VAVR boxes must be calculated with this glycol mixture. COOPER ROBERTS SIMONSEN ARCHITECTS • P.O. BOX 2421 • IDAHO FALLS, IDAHO 83403 -2421 (208) 524 -4621 • FAX (208) 523 3681 • www,crsarchitects.com Cooper Roberts Simonsen Architects Ell etch ALL: MEI Ch ; o tr Yea. mg • • ADDENDUM #003 P: \602- 0051Text\07 - Bid & Construction'Addenda\Addendum 003.doc IV -13 M -101 — Second Floor Mechanical Demolition Plan a) Cap the supply air ducts supplying air to the remodel space back at the fan discharge plenum at the beginning of the demolition phase to allow the existing fan system and the other areas of the building to remain operational. When modifications are made to the supply air plenum as required by contract documents keep down time to a minimum. Give owner notice of any shut down as called for in contract documents. IV -14 M -102 — Second Floor Mechanical Remodel Plan a) Add cooling to the existing Telecom Room 202A. Provide and install a VAV box (cooling only) size 6, with an 8" dia. duct run -out to the VAV box, a 10 "x10 " +1" AL. duct downstream of the box and a 10" dia. duct run -out to an (S -1) 10" dia. neck supply air diffuser. Provide and install an (R -1) 22 "x10" neck return air grille with sound boot. Provide a 12" X 18" RA opening in wall above ceiling as required. Provide and install all required controls. Balance to 250 cfm. b) Modify existing supply air plenum in fan room as required to allow proper connection of new SA ducts. Flare the SA ducts out at a 45 °F angle where the ducts connect to the SA plenum to provide the largest duct to plenum connection that space will allow. Keep fan down time to a minimum giving owner notice of any shut down. c) The copy /break room 216F and office 216G have traded places. Reference drawing AE 101. The duct sizing and balance CFM also need to trade places so that the office will have 170 cfm S.A., with a 10" x 6" +1" duct runout and the copy /break room will have 270 cfm S.A. with 12" x 6" +1" AL duct runout. Locate the sensor in the office. d) Provide a three way heating control valve for VAVR -202B. Reference supplemental drawing SK- M502 -4. IV -15 M -502 — Mechanical Details a) Add coil piping detail. See supplemental drawing SKM 502 -1. b) Add combination fire /smoke damper detail. See attached supplemental drawing SKM502 -2. c) Replace coil details 6/M502 and 7/M502 with attached supplemental drawings SK- M502 -3 and SK- M502 -4. IV -16 E -001 — Electrical Schedules & Symbol Legend a) Modify symbol legend to reflect that all strobes shall be a 95 candela minimum rated. IV -17 E -101 — Second Floor Electrical Demolition Plan a) There is an existing 100 amp computer power panel added to be removed and returned to the owner. Note that the feeder should be removed to the main switchgear in the basement mechanical room. The conduit shall remain, but shall be clearly marked at each end as spare. See the sketch attached. IV -18 E -102 — Second Floor Power Remodel Plan a) The locations of the Office 216G and the Copy /Break room 216F have been swapped. See the sketch attached. b) A note has been added indicating the location of panel E in the basement mechanical room. See the attached sketch. c) The receptacles is the campus BDF room shall be new and shall be connected to panel E. See the attached sketch. d) The drawings notes on this sheet shall apply to drawings E102 and /or E105. e) All existing power circuits in the existing mechanical room shall remain intact and functioning during the duration of the remodel as the fans feed the entire building. COOPER ROBERTS SIMONSEN ARCHITECTS • P.O. BOX 2421 • IDAHO FALLS. IDAHO 83403 -2421 (208) 524 -4621 • FAX (208) 523 -3681 • ww ,crsarchitec`s.corr Cooper Roberts Simonsen Architects $U ...Ch Aiif. 2000 . , , . , a the; Year End of Addendum #003: Issued by: Jedd A. Walker, AIA Cooper Roberts Simonsen Architects ADDENDUM #003 P: \B02- 005 \Text \07 - Bid & Construction \Addenda\Addendum 003.doc These will require temporary feeders to maintain them in full function while new panels are installed. These include, but are not necessarily limited to: Johnson controls equipment circuit, the existing fan circuits, lights, damper motors, etc. f) The special purpose receptacles shown in the Fab lab room 204A shown on drawing E105 shall be moved to the power remodel plan drawing E102. See the attached sketch. g) The lab furniture in rooms 206, and 204 will be owner furnished, contractor installed per detail 7/E503. The furniture will include power outlets to which the contractor shall connect power wiring. The furniture will include provisions for data and coax jacks in which the contractor shall provide and install devices, brackets, covers, conductors etc. Install raceways to power poles thence to source. h) The lab furniture in room 202 is future work. The contractor shall install power to j -boxes in the ceiling and coil voice /data and coax conductors in ceiling. IV -19 E -104 — Second Floor Special Systems Plan a) Add the relays and the control of four fire /smoke dampers in the hallway. These shall be configured to close the dampers upon an alarm. All strobe only units shall be changed to horn /strobe units as per Rexburg City Fire Marshall. See the attached sketch. IV -20 E -105 — Second Floor Data Remodel Plan a) The locations of the Office 216G and the Copy /Break room 216F have been swapped. See the sketch attached b) The special receptacles shown in the Fab lab room 204A shall be moved to the power remodel plan sheet E102. See the attached sketch c) The drawings notes on this sheet shall apply to drawings E102 and /or E105. d) All cat. 6 premis cabling shall be terminated in each respective BDF and connected to a patch panel. The contractor shall supply all patch panels. All copper telecommunication riser cables between BDF shall be terminated to patch panels capable of being patched to premis wiring patch panels. Copper telecommunication riser cables between campus BDF and the main BDF shall be attached to new 110 punch down blocks in the basement DBF. These shall be terminated to patch panels in the campus BDF. IV -21 E -601 — Fire Alarm Diagram a) The following note has been added. Connect to the existing zone for level 1 and basement to replace existing Gamewell Zans 400 panel. Typical of 6 zones including fire sprinkler flow and tamper switches. To be re- connected in wood shop. See plumbing drawings for locations. IV -22 E -602 — Electrical One -Line Diagram a) The demolition of the existing computer panel has been indicated. The removal and replacement of the conductors feeding all panels has been indicated. Note 1 was added to panel H. See the attached sketch. COOPER ROBERTS SIMONSEN ARCHITECTS • P.0, BOX 2421 • IDAHO FALLS, IDAHO 83403 -2421 (208) 524 -4621 • FAX (208) 523 -3681 • vAvvv.ersarchitects.com - Vow a mini 1111 1!11; 1:911111 broaltil 11111 11111/1/11 111111 SECOND FLOOR PLAN SCALE: 1 /16 = I' -O" ' —TYP, LOCATIONS +9 EXTERIOR WALLS FOR DETAIL I /5501, c n ROOF ELEVATION 1/2" PLATE SLASS FIBER IzEfNF, eY MASTER BUILDERS OR (2) 3!4" BOLTS EMBED EQUAL. EQUAL TO (2) #5 8" IN EPDXY AT 8 ©NP BARS, MATCH DEFLECTION BE,rjl q GOMF'ATABILITY. (4 FLAG EACH 1�lINDOYy? (a) 6x4 AN6LE5 ALL 4 51DFS OF PROVIDE 5 "x3- I/ " x5 /f6" •PENING BRICK LINTEL o HEAD OF WINDOW BEAR 6 " E = H r 1/2" PLATE END. REPAIR VEN. 12 AS R €O ID, (2) 5 /b" BOLTS EMBED 5" IN EPDXY, l .1" .'"111."'"'ilfr■nrumilli NO SCALE • 0 e 0 STEEL ANGLE LINTELS 4" WALL CLEAR OPENING ANGLE SIZE UP TO 5' -O" 3 I /2 "x_ 3 I /2 "x 1/4" 5' -0" TO 7' -0" 3 I /2 "x 3 I /2 "x 5/I6" l' -0" TO q' -O" 4 "x 3 I/2 "x 5/16" q' -O" TO 10' -0" 5 "x 3 I /2 "x 5/I6" 10' -0" TO 12' -0" 6'x 4 "x 3 /S" BEARING = I" PER FOOT OF OPENING. MINIMUM =S" LINTELS OVER 12' -0' SPAN TO BE GIVEN INOIVIUAL ANAL1'515. m !! =M NO GYPSUM OR !..P'11110■:4 PLYWOOD FASTEN " �� BOTH S DESA. TYP. FIRESTOP MATERIAL; (FIRE RATED WALLS) WM ASSEMBLY DETAI LS , SEE FIRE -RATED -u 1... Hfti ■% 111° IL SLIP TRAGK FASTENED TO METAL EDGES OF GYPSUM PANELS ONLY; FRAMING SHALL NOT BE FASTENED TO THE GYPSUM. HALL DETAIL 1- 1/2 " =1 7 EXISTING 4" RIGID INSULATION EXISTING METAL EDGE OF GYPSUM PANEL EXISTING 2" GYPSUM PANEL METAL STRAP AT 24" O.G. SLIP TRACK FASTENED TO METAL EDGES OF GYPSUM PANELS ONLY. TOP TRACK - BATT INSULATION GYPSUM BOARD, TIP. METAL WALL FRAMING TRUSS BEYOND AE5O3 -DI -O8 SCALE: 1 1/2" = Cooper /Roberts Architects 700 NORTH 200 WEST SALT LAKE CITY, UTAH 84103 (801) 3555915 FAX (801) 355 -9885 www.crarchitects.com MARK AUSTING ENG. & TECH. BUILDING SECOND LEVEL REMODEL PROJECT NO: B02 -005 DATE: 04/19/2002 CAD DWG FILE: Addendum.003.AE503.1.dwg DRAWN BY: JAW ADDENDUM #003 DETAIL D1 /AE503 TOP OF WALL DETAIL CHECKED BY: JAW AE503.1 11 m m 0 —lcnm p-I 00 m c e 0 �m° )1: m 0 ■ 0 m 0 m 0 W D 0 D 0 0 0 11 r m > a a a 3 0 0 W D m cn cn 0 a my O � zy r0) m � m Z rG) m r z 0 D Qo r m 0 w r 0 z 0 Nom V Fire Resistance Ratings — ANSI /UL 263 Guide Information Design No. N743 November 19, 1990 Restrained Beam Rating 1 Hr Unrestrained Beam Rating 1 Hr 1. Steel Joist or Joist Girder Composite or noncomposite, Welded or bolted to end supports. Composite joists designed per SJI specifications for max design stress of 30 ksi. Max design stress for noncomposite joists is 22 ksi. Top chords shall consist of two steel angles with a min total area of 0.86 sq in. Bottom chords shall consist of either two steel angles or two round steel bars with a min total area of 0.645 sq in. in area for the two end diagonal Web members shall be 0.322 sq in. Min area for other Web members shall be 0.277 sq in. Steel filler pieces of proper size, 1 to 2 in. long Welded to and betWeen top chord angles at midpoint betWeen top chord panel points. Bridging per SJI specifications is required When noncomposite joists are used. The thickness of Spray — Applied Fire Resistive Materials (Item 6) on these joists or joist girders (and bridging bars or angles) shall be a min of 1 -1/2 in. 1A. Steel Joist or Joist Girder (Not shown) -- As an alternate to Item 1, composite or noncomposite steel joist or joist girder, uncoated or provided With a shop coot of paint, welded or bolted to end supports. Designed per SJI specifications for a max design stress of 30 ksi. Top and bottom chords shall consist of two angles With a min total area of 0.96 and 0.77 sq in., respectively. Web members shall be either round bars or angles. in area for the end diagonal Web members shall be 0.444 sq in. Min area for the first six interior diagonal Web members shall be 0.406 sq in. All other interior Web members shall have a min area of 0.196 sq in. Steel filler pieces of proper size, 1 to 2 in. long, Welded to and between top chord angles at midpoint betWeen all top chord panel points. Bridging per SJI specifications is required when noncomposite joists are used. The thickness of Spray — Applied Fire Resistive Materials (Item 6) on these joists or joist girders (and bridging bars or angles) shall be a min of 1 -1/8 in. 2. Normal — Weight or Lightweight Concrete Min compressive strength of 3000 psi. For normal Weight concrete either carbonate or siliceous aggregate may be used. Unit Weight 145 plus or minus 3 pcf. For lightweight concrete, unit Weight may range from 104 to 120 pcf. 3. Shear Connector (Optional) -- Studs, min 1/2 in. dim, headed type or equivalent per A.I.S.C. specifications. Welded to top flange of joist through steel floor units. Stud welding as recommended by the stud manufacturer should be followed. 4. Welded Wire Fabric Min 6 x 6 —W1.4 x W1.4. 5. Steel Floor and Form Units 1 -1/2 to 3 in. deep fluted or cellular units, Welded to joists. 6. Spray — Applied Fire Resistive Materials' Prepored by mixing with water and spray— applied in one or more coots to joist surfaces Which must be clean and free of dirt, loose scale and oil. When fluted steel floor units are used, crest areas shall be filled With Spray — Applied Fire Resistive Materials above the joist. Thickness of protection on bridging bars or ongles same as on joist chords or webs. Min avg density of 17.5 pcf with min ind value of 17.0 pcf. See Items 1 and 1A for appropriate thicknesses. For method of density determination, See Design Information Section, Sprayed Material. ISOLATEK INTERNATIONAL -- Type 280. 7. Glass Fiber Mesh Optional, (Not Shown) -- Square mesh 3/32 to 3/16 in. fiberglass scrim fabric. Weighing approx 1.9 to 2.5 oz /sq yd shall be attached to one side of each joist Web member. The method of attaching the mesh must be sufficient to hold the mesh and spray— applied Spray — Applied Fire Resistive Materials in place during application of the material and until it has cured. An acceptable method to attach the mesh is by embedding it in min 1/4 in. long beads of hot melted glue. The beads of glue shall be spaced min 12 in. 0.C. along the top chord of the bar joists. *Bearing the UL Classification Marking ROOP STRUCTURE 1 FrasraP sysidJs ItmpreeW try 1t11, he. farts/ of 14 hat t SCALE Sllotem No. NW- D-0084 Assembly Ratings - I and 2 Nr (See Items 2 and 3) Nominal Joint Width - 3/4 in. Class II Movement Capabilities - 33% Compression or Extension L Floor Msably The fro-rated fluted steel floor uht /ca a..t. aseesbl9 floor meenbly andl be constructed of the saterlar aid h the manor deecrbed h the h9wdd Rot -GslI g Dee h the FM Resrtarce Directory ad shall hclwde to folbwhg construction features A Sleet Hoar and Fare Unto* rtar 3 h. deep gals. steel fluted floor ante. B. Canasta 111 2 -V2 h thick rehfrced concrete, as rammed from the top plan of the floor unite. C. A:sor/pplied M Resrtw Melar (Optioned, Not Sand - friar to the todlatlan of the c.thg runner ad FM, Vold r Cavity Misrule Mee 31, to steel floor colts mat be *rood with a mh 5/16 h ochre. to a max IVI6 h thickness of fM resistive material. W R GRfra t CO -COIN CGI/5TMiGTlC$ PRODUCTS DIV - Tips rK-6MT 2. Hall Aneebrt The I or 2 h iterated spmmiwad /steel stud wall assembly s11311 be constructed of the materials ad h the manor specified h the hothA Cal U400 Stride Hal or Pctebn Deetg1 h the IA. Piro Resistance Directory and salt hcluds the followhg canstructton Matron A Steel Hoar ad COIN Rants For and ce1Ug rimers of wall aeeenbfy shat carmrt of min No. 25 gauge "Iv steal Mayes sod to accommodate reel etude (Item 281. Leilly mater to be ptvv1ded kith 2 h. Cages. CAIN rumor centered on vane of steel floor t.8 (Item IV tswsjt fro resistive material ad feared with steel fasteners r welds spaced D h 00. Al. Lio t Gass Pigs- Sorrel CNFg Finer As on alternate to the c.AFg moor h Item 2A Monad cell hg newer to consist of goly seal dare) with slotted flagon sized to accameodate steel ads (item 281. Slotted ceiling tone- totaled parallel to dhabn of fluted steel for toes end seared to valleys with steel fasteners spored math 24 h OC. 9JPTR/Q ST•TBB INC - — SLP -1W WALL TO IFOOP' CONNECTION AE5O6- A3 -0ID1-16 SECTION A -A A2 . Lkhf Gasp funrcf- Vanlcd DeBsatbn GAN FInsw As ea alternate to dm c.Uhg meters h item 2.4 and 216, vertical deflection cellhg mater to corobr of gdv steel chaal with slotted vertbal deflection cline mechanically fastened within tuner . Slotted clips, rovided kit h step bathgs, for nt pe t rastenhg a steel studs. Flanges sized to accamodate atml ends (Item 28 Vertical defection cethg norm totalled panalrl to dhctlan of fluted steel floor units and Geared to valleys with steel fasteners spaced sat 24 h OC . 11•E STt . P TWORK INC — VetRrack VT17250, VTD366, VTD400, VTD600 ad VTD800 S. Slade Steel studs to be wit 2-42 h wide. .Nods cut V2 to 3/4 h lam h length that aeeably heig?tt with bottom meting h and reethg on tom rumor odd .ton top neethg h ceiling rumor wMwut attachment. 14m slotted cePtg miner (lies 2AV is used, steel skids sacred to seamed cell g mater with No. 8 by V2 h long wafer head steel screws at .48.4ht of slot on each side of wall. Stud epochg not to emc 24 h 00.14,.i vertbai deflection cethg rimer (Item 2.421 r weed, steel studs sacred to Noted vertical deflection clim troult the hobby), with steel ecrsts at m4helgtt of each slot. Stud Tang not to exceed 24 h OC . 0. Symms Walbo(de Ghee ebomd totalled to o mh total thidawes 5A3 or I-/4 h on each skis of wall, for I or 2 Ir fro rsslstace rated walk, rspectfveL} Wall to be constructed as opeclfbd h the MAIM U400 Series Design it the UL Fie Resistare DMctory, except that a max 34 h gc* shall be mahtabwd between the top of gpmmbomd and bottom of steel floor units. The same attahhg the meta bawd to the etude at the tap of the Mr layer' sill be located 4 h from the steel floor mt val sweat attachhg the wadi Mier to the steel studs shill be totalled ho the suds 3-V2 h below the val d 1N steel flow rots. The 3. Fx 1 frat w lg of Mq pit r d�gr�de t m Iris wYsp o( bon nit Ca* 4d Sealant yon swanlike 6p noon and fop d *al In 3/4 h, the Joint system In deigned to aaamtoda* a mac 33 percent wrrpnlm or amtemke from Its Lrhlsd pin, Mil mowed totalled on each skis of wall bosom the tap of the gpesboad end to bottom of the caskets floor. tin 5/8 h Wham pbe a V4 le crown rsquhd for I er No rated system. Min W4 h thickness totaled Ilmh kith surface of wall i ffor 4r 2 fro rated metes. IILTI TICN 0431CILSh DIV OF I&11 /NC - CF606 Elmtommb Fhstap 5ealarn is/ /ere ` Sewing is IL Classification fork \ - UL DESIGN W4-0-084 C US Cooper /Roberts Architects 700 NORTH 200 WEST SALT LAKE CITY, UTAH 84103 (801) 355 -5915 FAX (801) 355 -9885 www.crarchliects.com MARK AUSTING ENG. & TECH. BUILDING SECOND LEVEL REMODEL PROJECT NO: B02 -005 DATE: 04/19/2002 CAD DWG FILE: Addendum.003.AE506.1.dwg DRAWN BY: JAW ADDENDUM #003 WALL TO ROOF FIRE PROTECTION DETAIL CHECKED BY: JAW AE506.1 1 Cooper /Roberts Architects 700 NORTH 200 WEST SALT LAKE CITY, UTAH 84103 (801) 355 -5915 FAX (801) 355 -9885 www.crarchitects.com I /8" , I1_ ONE THUS 32' -0" 3,_01.6113,_011 3' -0"6 "3 '-O" 3.43%113,43h 3' -0 . i_o 3' -O" / // / // / // / // / / ONE THUS O ALTERNATE NO. A TWO THUS EXISTING STRUCTURAL COLUMN. TYP. WRAP WITH NEW BREAK METAL. MARK AUSTING ENG. & TECH. BUILDING SECOND LEVEL REMODEL PROJECT NO: B02 -005 DRAWN BY: JAW ADDENDUM #003 DETAIL C3 /AE506 BID ALTERNATE NO. A AE5O6 - C3 - G6 DATE: 04/19/2002 CAD DWG FILE: Addendum.003.AE506.2.dwg CHECKED BY: JAW AE506.2 3' -0" 3 "3'-0" 3 1 3 1 _0" 3 "3 3 ''3 3'-0" "3 3 ""3 3.0 Cooper /Roberts Architects 700 NORTH 200 WEST SALT LAKE CITY, UTAH 84103 (801) 355 -5915 FAX (801) 355 -9885 www.crarchitects.com I /8" , I1_ ONE THUS 32' -0" 3,_01.6113,_011 3' -0"6 "3 '-O" 3.43%113,43h 3' -0 . i_o 3' -O" / // / // / // / // / / ONE THUS O ALTERNATE NO. A TWO THUS EXISTING STRUCTURAL COLUMN. TYP. WRAP WITH NEW BREAK METAL. MARK AUSTING ENG. & TECH. BUILDING SECOND LEVEL REMODEL PROJECT NO: B02 -005 DRAWN BY: JAW ADDENDUM #003 DETAIL C3 /AE506 BID ALTERNATE NO. A AE5O6 - C3 - G6 DATE: 04/19/2002 CAD DWG FILE: Addendum.003.AE506.2.dwg CHECKED BY: JAW AE506.2 • APR -22 -2002 MON 10:41 lin ENGINEERING PROVIDE AND INSTALL NEW CONTROL VALVE, TEST PLUGS BALANCE VALVE, SHUT OFF VALVES, UNIONS, TEMPERARURE SENSOR ETC. IN EXISTING COOLING GOIL PIPING AS SHOWN. 4 " EXISTING COOLING COIL H EATH Engineering Company MechanicallBectlical Consultants 37/ West 800 Not Sat late C4, Utt 84103 Tat (800 3224481 Far 1808 322-0190 FAX N0.8013220490 (E) 4" CHWS /7 BY NAD DATE APRIL 17, 2002 FILE. 3564 —SKM- 502 -1.DWG P. 02 REVISION 4/17/02 PROJECT AUSTIN REMODEL DRAWING # SK- M502 -1 0 0 O a Z 0 w 0 >- m C1. 0 MINIMUM MAXIMUM CLEARANCE AS REQUIRED BY MANUFACTURER DAMPER ACTUATOR RETURN OR SUPPLY AIR DUCT. SEE PLANS FOR SIZES PROVIDE ACCESS DOOR TO FIRE DAMPER LINKAGE AND SMOKE DAMPER ACTUATOR LARGE ENOUGH TO SERVICE AND RESET DAMPER. 12 "x12" MINIMUM 0 ° FIRE/SMOKE DAMPER (F.S.D.) DETAIL GALE: NONE RETURN OR SUPPLY AIR DUCT SLIP CONNECTION (TYP.) VERIFY REQUIRED SLEEVE LENGTH PRIOR TO ORDERING 16 GA. MIN. OR AS REQUIRED BY MANUFACTURER. ALL AROUND SLEEVE GAUGE AS REQUIRED BY MANUFACTURER FIRE /SMOKE DAMPER. LOCATE IN WALL AS REQUIRED BY MANUFACTURER REVISION 4/17/02 SUPPLY TO BE CONNECTED TO AIR LEAVING SIDE OF GO I L SCALE: NONE STRAINER UNION (TYP.) P ff T PLUG (TYP.) ■ / ///// ,/,//////////, / — / 1/I I / % / / / //, ,// / // / / / / // j / / /� Hc5 IuH MANUAL AIR VENT, PROVIDE 3 4" BALL VALVE FOR VENT ON EACH HEADER. RETURN WA I ER TO BE CONNECTED TO AIR ENTERING SIDE OF COIL. AIR FLOW w 2 -WAY HEATING COIL PIPING SCHEMATIC SHUT OFF BALL VALVE (TYP.) HWS PROVIDE 3 4" DRAIN BALL VALVE ON EACH HEADER TWO WAY MODULATING CONTROL VALVE ► D I o i HWR FLOWSET ACCUSETTER VALVE W/ MEMORY STOP + INDICATOR, VENTURI WITI -f SCHRADER VALVES (REFRIGERATION FLARE CONN. WILL NOT BE ACCEPTED.) SELECT VENTURI FOR 20" TO 50" W.G. AP AT RATED FLOW. (TYPICAL) REDUCER AS REQUIRED PROVIDE UNIONS ON ALL PIPING CONNECTIONS AT COILS TO ALLOW FOR EASY MAINTENANCE AND COIL VAVR COILS REVISION 4/IG/O2 w -J LL. D } m • SCALE: NONE STRAINER P T PLUG (TYP.) - - -�,_ 151 D II n / / MANUAL AIR VENT, PROVIDE 3 4" BALL VALVE FOR VENT Lp ON EACH HEADER. SUPPLY TO BE CONNECTED TO AIR LEAVING SIDE OF COIL UNION (TYP) 1 K51 AIR FLOW HWS THREE WAY MODULATING CONTROL VALVE SHUT OFF VALVE RETURN WATER TO BE CONNECTED TO AIR ENTERING SIDE OF COIL. PROVIDE 3 4" DRAIN BALL VALVE ON EACH HEADER 3 -WAY HEATING COIL PIPING SCHEMATIC FIN SHUT OFF VALVE (TYPICAL) FLOWSET ACCUSETTER VALVE W/ MEMORY STOP + WITH SGHRA ER VALVES (REFRIGERATION VENTURI FLARE GONN. WILL NOT BE ACCEPTED.) SELECT VENTURI FOR 20" TO 50" W.G. AP AT RATED FLOW. (TYPICAL) REDUCER AS REQUIRED PROVIDE UNIONS ON ALL PIPING GONNEGTIONS AT COILS TO ALLOW FOR EASY MAINTENANCE AND COIL REMOVAL. VAVR COILS REVISION 4/1 G /02 0 w O cc a w J w 4 0 m APR - 22 -2002 NON 10:42 AM HEATH ENGINEERING FAX NO, 8013220490 P, 04 • S z 3 0 ELECTRICAL SYMBOL LEGEND SYMBOL I 0 0 T -I H EATH Engineering Company Mechanical/Electrical Consultants 377 Wed 803 Wrth SCake Qq, Nah 843 Tet (801 322-0487 Fax (888 322-0490 DESCRIPTION SERFAGE LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE EXIT LIGHT LIGHTING FIXTURE TYPE - SEE SCHEDULE SINGLE TS POLE WqL� �yHJTC1 4'(L -0 CASE Lt i itR ADJACENT KEYS SWITCH TO OUTLE CONTROLLED). + REVISION 4/('1/02 PROJECT AUSTIN REMODEL BY GWM DATE APRIL 17, 2002 FILE- 3564 —SKE- 001 -1.DWG DRAWING # SK- E001-1 THREE -WAY WALL SWITCH. +4' -0" FOUR -WAY WALL SWITCH. +4' -0' GANG- MOLNTED WALL SWITCHES. +4' -0' THERMAL OVERLOAD SWITCH - I POLE DUPLEX RECEPTACLE CUTLET. +I'-6" RECEPTACLE ABOVE CEILING FOR PROJECTOR, WIRELESS LAN., ETC. RECEPTACLE FLUSH IN CEILING. FLUSH POKE THROUGH LOCATED BENEATH TABLE WITH 2 IVORY DATA JACKS AND 3-4 PAIR CAT. 6 GABLES TO NEW CAMFTUS.BDF IN 114' TO GABLE TRAY. ALSO W/ 2 BLUE DATA GABLES TO STUDENT BON. POWER AND DATA FOR PODIUM WITH 2 IVORY DATA JACKS AND 2-4 PAIR CAT. 6 CABLES TO NEW CAMPUS BOF IN I14'G TO GABLE TRAY. SEE PODIUM DETAIL. ALSO W/ 2 BLUE DATA GABLES TO STUDENT BDF. . VOICE/DATA LOCATION 411/16' SQUARE BOX, TWO 6A1 PLASTER RING. VC TO CABLE TRAY WITH 3 DATA IVORY JACKS AND 3 -4 PAIR CAT. 6 PLENUM RATED GABLES TO CAMPUS BDF PATCH PANEL - ALSO 11TH I BLLE DATA JACK AND 1-4 PAIR CAT. 6 PLENUM RATED CABLE TO STUDENT BDF. DATA, LOCATION 4- II/16" SQUARE BOX W/ SINGLE GANG PLASTER R1115 I'C TO CABLE TRAY I -IVORY DATA JACK W/ I.4 PAIR CAT, 6 PLEM ED RAT CABLE TO CAMPUS BOF AND I -BLUE DATA JACK W/ 1-4 PAIR CAT. 6 PLENUM RATED GABLE TO STUDENT BOP. DATA, LOCATION 4- 11/16' SHARE BOX Hi/ TWO GANG PLASTER RING I14"C TO CABLE TRAY, 2 -IVORY DATA JACKS W/ 2-4 PAIR CAT. 6 PLENUM RATED CABLE TO CAMFUS SOF AND 2-BLUE DATA JACKS W/ 2-4 PAIR GAT. 6 PLENUM RATED CABLE TO STUDENT BDF. PHONE LOCATION AT +48' 4-11/16" SCARE BOX 1U SINGLE GANG PLASTER RING 'G TO CABLE TRAY, I -IVORY WALL FLUNG DATA JACK 1/ 1-4 PAIR CAT. 6 PLENUM RATED CABLE TO CAMPUS SOF. 3 -4 PAIR CAT. 6 CABLES COILED IN CEILING FOR FUTURE USE. LEAVE ENOUGH SLACK TO REACH ANY WALL AND THENCE TO FLOOR. FEED FROM CAMPUS BON. FUTURE WIRELESS LAN. LOCATION ABOVE CEILING. 3-4 PAIR CAT. 6 GABLES WITH 3 DATA JACKS +BOX SUPPORTED TO STRUCTURE. PLACE POWER RECEPTACLE ADJACENT. FEED FROM NEW CAMPUS SDP. COAX F CONNECTOR FOR ANTENNA SYSTEM. RUN 3/4 "C TO CABLE TRAY RUN RG6 - PLENUM RATED COAX CABLE TO SPLITTER IN GABLE TRAY. RLN I - R65E4J PLENUM RATED GABLE BELDON 11 82240 TO 3rd FLOOR LEA 24" K • BENGN LEAVE 4' THROUGH G, FOR TERMINATION. TED OPENING. JUNCTION BOX. LIGHTING PANEL SHOWING FRONT FACE DOOR. +6'-6' TO TOP. SEE SCHEDULE. CH OR DISTRIBUTION PANEL. SEE SCHEDULE 4 ITCH O�I SIN : MOTOR CUTLET INDICATING APPROXIMATE HORSEPOWER. 1 I I I I WIRE STYLE CABLE TRAY. SEE DRAWINGS FOR SIZES. CO HLC II U RUN COONC AEGDIFIE ABOVE CEILING OR IN WALLS. 3/4" II I 1 CONDUIT RLN CONCEALED IN OR TINDER FLOOR, OR UNDE III 3/4' UNLESS OTHERWISE SPECIFIED. A\---- 1 R N TO PANEL - INDICATING 2 11 12, 3/4" CONDUIT OR AS - E RUN TO PANEL - INDICATING NUMBER OF CONDUCTORS - 1112 OR AS SHOWN. X - I - 3 - 5 HOME RUN TO PANEL SHOWING BRANCH CIRCUIT N,MBERS. T CONTROL 5 FURNI ADJACENT SHED WITH EQUIPMENT DENOTES TR DEVICE 0) SECTIONS. -' (E.) THIS NOTATION ADJACENT TO MY EQUIPMENT DENOTES EXISTING IRRE DI TROBE95 CAAND M NI I M) A , A , L4RM N T HORN H WP 1E PROOF FIRE ALARM HOR `-- J Di FIRE ALARM STROBE ONLY - 95 CANDELA MINIMUM) J in v RM FULL STATION�`� ' APR - 22 -2002 NON 10:42 AM HEATH ENGINEERING FAX NO, 8013220490 P, 04 • S z 3 0 ELECTRICAL SYMBOL LEGEND SYMBOL I 0 0 T -I H EATH Engineering Company Mechanical/Electrical Consultants 377 Wed 803 Wrth SCake Qq, Nah 843 Tet (801 322-0487 Fax (888 322-0490 DESCRIPTION SERFAGE LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE EXIT LIGHT LIGHTING FIXTURE TYPE - SEE SCHEDULE SINGLE TS POLE WqL� �yHJTC1 4'(L -0 CASE Lt i itR ADJACENT KEYS SWITCH TO OUTLE CONTROLLED). + REVISION 4/('1/02 PROJECT AUSTIN REMODEL BY GWM DATE APRIL 17, 2002 FILE- 3564 —SKE- 001 -1.DWG DRAWING # SK- E001-1 APR -22 -2002 MON 10:43 AM j / • O`' • gror (E MOLD , I .. r" (E) COMPUTER PANEL J TO BE REMOVED tio T -IA r T -IA / riA T -1A T -IA 4 T -IA T -IA T -IA T TIIA • Ai • %4 I. A J /� // /17/4 AA I , )WIRE OLD / DATA (E)WIREMOLD MI DATA SCALE: I/8 "= 10 5 O H EATH Engineering Company MechalucaUElectrical Consultants 37r Well 8110 Math Sal lake 09 Ulah 8463 Tot 1803 322441 Fax 1800 3124490 EATH ENGINEERING 1 20 PROJECT FAX NO 8013220490 IA T -IA T -IA r_ AUSTIN REMODEL BY GWM DATE APRIL 17, 2002 FILE 3564 —SKE- 101 -1.DWG (E)LIFT WARNING LIGHT TO REMAIN P. 07 REVISION 4/17/02 DRAWING # SK- E101 -1 T -IA SECOND FLOOR ELECTRICAL DEMOLITION PLAN APR -22 -2002 MON 10:44 AM..FIEATH ENGINEERING FAX NO 8013220490 P. 08 NI 411 111 N J -q,l 1,13 J -5, OFF CE L 216E 1 OFFICE L_ s,. OFFICE r216D1 OFFICE 2166 • OFFICE 216F 1 RECEPTION 112 r 1 -2q 1 4i1 • 111 1 _. COPY /BRE 2166 - 13,15,17 L OFFICE L216AJ J -17 Z U.G FRIDGE J -1,3 •, FIGE 216H :45 11 8" +3 G1 -1 r --Z- 4i) J -14 OFFICE 111111E1111 i J -I6 26 d 0 0 0 0 O N SECOND FLOOR POWER REMODEL PLAN SCALE: I /8 ° -I -0" 10 5 0 HEATH Engineering Company Mechanical/Electrical Consultants 317 Wes1 800 Nut Sap lake Cry tt 8033 Tat ( >I 1 3224481 Fax MO 3710490 J1 UP 10 20 0201 J- 32,34,36 r NEW PANEL"H NEW PANELS �N� REVISION 4/11/02 PROJECT AUS11N REMODEL DRAWING # BY GWM D ATE APRIL 17, 2002 FILE 3564 —SKE- 102 -1.DWG SK- E102 -1 •D NEW PANEL "61" NEV PANEL "6"--- - LVTP F—I5 6F1 61-30 Ak 6F1 11 STUDENT BDF DM T rcJ 2J \ HEN r 213 6FI ilo 6F1 NEW FAGP EC E—I 1-31 61-26 3 J E 1ST CHAIR LIFT 61-35 +36" +36" 1 36" 36" 36, F-28,30 C I — — 2 40 OW I ief 101 10 F-24,26 F-12,14 F—I6,18 • A F-33,35 CA 50F ELEC,TROMC....5 LAU [ 20 _1 4 'r i•i CLEC.TRC L AE [20: F— —26,28 APR-22-2002 MON 10:44 A EATH ENGINEERING FAX NO. 8013220490 HEATH Engineering Company Mechanical/Electrical ConsdIants 311 Wed KO 14:(th Wake Oly, Ulah Tel IPA9 322-0487 Fax 11.01 3214190 6-1,3 6[47 NEV PANEL "F" PROJECT F-32,34 1_1 61-32 291 6-22,24 E—I416 EXISTING TELEGOW 30 PANEL LOCATED IN BASEMENT MECH. RM.) SECOND FLOOR POWER REMODEL PLAN SCALE: 1/8"=1'-0" 10 5 0 10 20 AUSTIN REMODEL BY GWM DATE APRIL 17, 2002 FILE. 3564—SKE-102-2.DWG 61-18 N P. 09 REVISION 4/17/02 DRAWING # SK—E102-2 (E)JG CON1 APR -22 -2002 MON 10:45 AM HEATH ENGINEERING FAX NO, 8013220490 P. 10 LJ z INA IMA OFFICE r _� COPY /5REAK L Li OFFICE RECEPTION 2i6 OFFICE 61 -24 H EATH Engineering Company Mechanical /Electrical Consultants 37111 DADA SA like (an, Utah 81113 Tel 1809 372M81 Fax (19 371-0190 OFFICE 216HJ J CONFIGURE RELAY TO CLOSE FIRE SMOKE DAMPERS (FSD) P ON ALARM. j 201 I H2 G 53 FSDJ COM °UT °_R _AB/ CLASSROOM • 2 -J -L I I " -2 -16 DI, I SPARE TSP, HI, H2, 51, 52, 53, 54 R, 2 SPARE #14 TO FAGP SECOND FLOOR SPECIAL SYSTEMS PLAN SCALE: 1/8"=1 0" 10 5 0 10 20 61 -24 - REVISION 4/I 7/O2 PROJECT AUSTIN REMODEL DRAWING # BY GWM DATE APRIL 17, 2002 FILE. 3564 —SKE- 104 -1.DWG SK- E104 -1 C- APR - 22 - 2002 MON 10:45 AM HEATH ENGINEERING • HI C-OMPUTER LA 52 _ 1 L 201 _.J F.A. PRINTER ON SHELF HEATH Engineering Canpany Mechanical/Electrical Consultants 171 Weil &4 Nae S late Ckf, Utah 8443 TOO 9224487 Fax MI 3224190 PROJECT 10 5 0 IO 20 O CONFIGURE RELAY TO CLOSE FIRE SMOKE DAMPERS (F5D) UPON ALARM. FAX NO, 8013220490 • %4'G W/ PRINTER GABLE AUS71N REMODEL 5/4 "G TO JOHNSON METASYS SYSTEM W/ META5Y5 GOMM. GABLE. SECOND FLOOR SPECIAL SYSTEMS PLAN SCALE: I/8 "= I -0 BY OWN DATE APRIL 17, 2002 FILE. 3564 —SKE- 104 -2.DWG P. 11 EXISTING T EL F5O2A7 PI) REVISION 4/11/O2 DRAWING # SK- E104 -2 APR-22-2002 MON 10:46 AM HEATH ENGINEERING FAX NO 8013220490 P. 12 71 6 0 6 0 L, jj f OFFIC,E I 2IbE OFFICE 5GALE: 1/8"=1I—On OFFICE L1 HEATH Engineering Company Mechanical/Electrical Consultants O71W,8a t SOLakCtyzbO4 103 'N118013224487 Fax: i801322-0490 OFFICE RECEPTION 1_216_1 - 111:11 - ] L [ 21bP UP OFFICE , 11 10 5 0 10 20 +48" +48" ) J 111 NEV PANEL "H" NEW PANEL "J" [ 20i I L P II SECOND FLOOR DATA REMODEL PLAN OFFICE 2Iq REVISION 4/11/02 PROJECT AUS11N REMODEL BY GWM DATE APRIL 17, 2002 FILE 3564—SKE-105-1.DWG DRAWING # SK—E105-1 APR -22 -2002 MON 10:46 AM HEATH ENGINEERING UN STRUT P1000 CHANNEL GONDU I T SCALE: NONE HEATH Engineering Company Mechanical/Electrical Consultants 317 Wet 300 North Sat lake GN9; Ulah 84103 Tot 8308 322-0487 Fax (8 011 322 0 9 50 LOCK WASHER, TYPICAL FENDER WASHER TYPICAL UNISTRUT CONDUIT CLAMP, TYPICAL PROJECT 1 CONDUIT SUPPORT DETAIL FAX N0. 8013220490 %2 11 ALL THREAD AUSTIN REMODEL BY GWM DATE APRIL 17, 2002 FILE 3564 —SKE- 502 -1.DWG P. 13 / USE 6200 OR 62001) SOUAREJ WASHERS REVISION 4/17/02 DRAWING # SK- E502 -1 H U w O a a 2 INT VAC A \ISOJrTED TROIND F3 ;HONES 0000000000000000 1 2 3 4 3 6 7 9 9 la 11 12 13 14 15 SE 5 il Ai 0 AC POWER EC 0 ER 0 IATTERT FAULT 0 NIORATE NEW FIRE ALARM CONTROL PANEL LOCATED ON LEVEL 1 PSU POWER SUPPLY TOOT 01 02 03 06 PBA PANEL BUSS ADOPTER 434' 000 XFMR TRANSFONER ACU AC POWER 11417 SIGNAL ALARM SILENCE SUPERVISORY PROGRAM l O 0 0 0 SYSTEM `ROUND 1 0 TROUBLE DEGRADE ULY PROGRAM 2 2 O- O O O O 30- 0 4 0 ,0TITICAT004 TBTTITIUTION z 3 0 APPLIANCE APPLIANCE MUNICIPAL 6 O CIRCUIT MI CIRCUIT BCE 0- 7 O TROUBLE TROUBLE MUDS 1002 oIIo oK2o oIIo ll 130. 14 0 - 130- 160- NpnM. OTT TONAL OTT NORMAL OTT 0 RESET SILENCE ACKNOWLEDGE K DU KEYBOARD DISPLAY 1NI7 NELSO TIRE SYSTEMS NOBIAL CENOITIIN MAY 27. 1994 393 PAL *1_I_TM 0 SUPERVISORY 0 SYSTEM TRWBLE 0 SILENCE 0 0 0 4 7 2 5 8 0 3 6 9 0 0 MENU RESET SILENCE ACK. PREV. TEXT 1V00 EVENT t O 2 0 30 • O 5 0 60 7 0 B O ALU ANALOG LOr URIT 0 TROUBLE OCLOG 0 ED 0 LAMP 21 NOafIL Or 0 TRI3JBLE ANALOG o =10 Lap BCE ADDRESS NOIOAAL CAT 0 0 2 0 30 ♦ 0 50 6 O 7 O B O ALU ANALOG LOP UOIT TRO ANALOG O ©0 LOOP BI NORMAL Or TRO AAUX 0Q0 LOOP BCE ADDRESS NOR6AL Or I O- 2 Or 3 0- o- 3 Or 6 0• 7 0- B 0- STATUS DSU DNYL stow. LAIR I 0 AC POWER 2 0 O TROUBLE NOTIFICATION N U- DC PWEB o II o A''PUA 4EE 3 0 CWW1 B 6 0 U T11B4AL OfF 7 O BATTER? EALT B 0 9O o O 10 I 0 IMMIX NOrmunRn u 0 - ADDRESS O C� O APPLIANCE O 0 O CIRCUIT B LA 0 T 0 0o0 ISO 0o 13-22 TB -I ()SI I 6E AUTO IN Or AUTO ON „{ II� i N/C SCALE: NONE ANALOG LOOP CH VIRINC SMALL SE 2 214 TWISTED PARR TYPICAL CT ALL >VtiAi LOOTS LOC LOOP 242 AN /DAMPER /DUO NO-DER E N) ,AT CKT. RC PS LOPED TO 2 U 151-1 ITSP ROLL WVN TIRE DOOR CORrC:. RELAY TYPICAL OD ELEVATOR CAPTU RE DOORS ATE PANELS ARB - C AUK RELAY BOARD C N/0 C ri. I - , T L -.�� 120V AC 1 F- 120VAC O DOUR HOLDER N/C N/0 C SMOKE DETECTOR 051- I /A0B -T c0 NO MC 6 4 5 RELAY RAP TRINE DETECC TOR ASD- I /A011, • TEL VTOL � ` TEL TOY I I T D O R R' NG � GONNEGT TO EXI5TIN6 " BLACK .-2 ZONE FOR LEVEL I AND BASEMENT TO REPLACE EXISTING 6AMEYELL ZAN5 1 MH 400, TYPICAL OF b ZONES INCLUDING FIRE SPRINEZ KL -) FLOW AND TAMPER SWITCHES 1 ( TO BE RECOP IN 1 A \ WOOD SHOP. SEE PLUMBING / / \ `DRAWINGS FOR LOCATION ARB -C AUK RELAY WARD ELEVATO E FIRE ALARM DIAGRAM l TO PA C f NORMALLY OPEN CONTACI DEVICE TYPICAL Cr PILL STATIONS TL OV SvITCMES TANTER SVIYOMES KITCHEN HOOD TEL VIOL • RED MONITORING BLACK IOO LE ANTI -2 NEAT DETECTOR ATO/ADB - P DUCT DETECTOR 04500 7 B la 12 DUC DETECTOR 6 SI ARB-C ADO RELAr ROARS C N/O C TD TAO SINTWVN TO PAN SRUTOOVN DUCT DETECTOR AUX. ROVER -UI TO TAN SCATWAN HORN / STROBE POWER SUPPLY LE STROBE STRODE COLCUST SI MOAT s2 HORN / STROBE POWER SUPPLY HUT GROUND TEUTRAL WILE STR®E T CIRCUIT S3 HORN / STROBE POWER SUPPLY 0 0 n. RIAL2MB8^10roE U BEE STROBE STRODE SNORT 31 CIRCUIT 010 idiAtA GVI1. r EAST STROBE I mans S6 BAR REVISION 4/1 7/02 HE P1 HI P1 TOT GPE NES L-C) ri w 0 H M 0 CD CD a m S ER a U p W u A 2500A, 208V, 30, 4/1 E1.15 CULT FROM (3) 250 .VA OIL FILLED T1188 STYLE TRSNSSFOWER5 (EASING/ (E)GM 2250 1 )300/3 EXISTING 2500A SERVICE 015W1NEGT I20203V. 30, 444 r O 2^ P: 3 -350 N: 1 -350 6: 1-04 3 1 J P: 3-I/O N: I -I /O 6: 1 -06 I ) 225/3 33/53N6 PANEL I20/208V. 3m, 441. 2500A Et/5 50. D. 0E0. 208/120V. 2500A, 39 414, GAT NO. 4954452 -A 2' O I(3 I ) 150/3 (613ANEL 'A' COMPUTER 2nd FLOOR ) TO BE REMOVED I � )100/3 I > toon 6 150/3 1 P: 3 -I /O N: I -I /0 6: 1 -06 2" 250/3 I 300/3 (E)PANEL 'L1 ELECTRICAL ONE -LINE DIAGRAM SCALE: NONE (E)PANEL DI NEN PANEL "F" TO RERAGE EXI5TIN6 SEE SGDULE REVISION 4/11/02 <JSHEQ 6/13/2002 Lloyd Benson BYU Idaho Physical Plant Rexburg, ID 8344 -0 Dear Lloyd, ily J1, extury We have been performing building inspections at the Austin building remodel. Brett with Jacobsen Construction has requested that we allow existing gypsum panels to take the place of the fire- resistive application that was specified to cover the bottom of the deck as per general note #7 on sheet AE 101. Brett stated that Chris Huskinson with the Fire Department has given his approval to use the existing gypsum panels as the required 1 -hr. protection for the deck. I had requested that manufacture's literature be provided for the product to confirm the fire rating of the product Since then I have been informed that none is available. My concern with using the gypsum deck material was that it was not (or could not be shown as) Type "X" fire- rated. I have documentation from a gypsum manufacture that Type "X" has fibers in it that hold it together during intense heat and that regular gypsum was not to be used in its place. However I have found in the 1997 Uniform Building Code (UBC) Table 7 -A, Item #1 -7.1 standard gypsum wallboard is used to achieve 1 and 2 hour fire ratings when it is secured with metal ties at 15" o.c. The existing panels have metal edging every 12" o.c. that should perform as well as 15" o.c. ties. Even though Brett has not been able to provide documentation to identify the fire rating of the product, my concerns have been lowered by the similar application hi the UBC. If your department or engineer feels the same, we would not object to the use of this product in lieu of the spray application for fire resistance. Please let me know if you agree. If you have any questions please give me a call at 359 -3020 ext. 324. Val Christensen Building Official cc: John Millar Chris Huskinson' Jon Berry Brett Cooper STATE OF IDAHO www.ci.rexburg.id.us P.O. Box 280 12 North Center Street Rexburg, Idaho 83440 Phone (208) 359-3020 Fax (208) 359 -3022 e -mail rexburg @ci.rexburg.id.us .t 4.. 4/11/2002 Jed Walker CRS Architects P.O. Box 2421 Idaho Falls, ID 83403 -2421 Dear Jed, I have reviewed the drawings for the Mark Austin Building and have identified the following discrepancies -or questions: Please look into the above items and return two copies of any changes to me at City Hall. Thank you for your cooperation in this matter. If you have any questions please give me a call at 359 -3020 ext. 324. Sincerely, 1 The electronics lab (room 202) is not shown to have fixed seating. The occupant load calculated using table 10 -A from the 1947 Uniform Building Code (UBC) is 71. Provide 2 exits to this room. 2. The window jamb detail (A2) on page AE501 identifies 3 layers of gypsum board as 2- hr fire protection around the new structural members. This protection should also be extended to cover the structural angles around the opening. 3. On page G1002 the UBC Code Information identifies that the roof deck and trusses are to be fireproofed. How is this to be accomplished? 4. I'm not sure how the corridor and the ducts are constructed. With the details provided, I can't determine if the dampers are doing their job. Please provide details. 5. Please respond to the items that the Fire Department has identified. I have attached a copy of their review to the back of this document. 6. Have the trusses that acquire the loads from the antennae installation been checked to see if they will support the additional weight. Val Christensen Building Official cc: John Millar Chris Huskinson Rulon Neilsen STATE OF IDAHO www.ci.rexburg.id.us • P.O. Box 280 12 North Center Street Rexburg, Idaho 83440 Phone (208) 359 -3020 Fax (208) 359 -3022 e -mail rexburg @ci.rexburg.id.us • 1997 Uniform Fire Code REXBURG MADISON COUNTY FIRE DEPARTMENT P.O. Box 280 26 North Center Rexburg, Idaho 83440 (208) 359 -3010 Plan Date: 2 -11 -02 Plan Review Review Date: 4 -6 -02 Building Name: AUSTIN BUILDING, BYU -I Building Address: NEAR FIFTH SOUTH AND CENTER Stories: 2.0 Type of Construction: II -N Occupancy Classification: B Existing Floor Area: N/A New Construction Floor Area: APPROXIMATELY 15,000 SQUARE FEET 1).Required Fire Flow (Appendix III -A): 2,500 GPM /TWO HOURS Comments: FIRE FLOW REQUIREMENTS MAY BE REDUCED UP TO 50 PERCENT IF AN APPROVED AUTOMATIC SPRINKLER SYSTEM IS INSTALLED. 2).Water Supply (Article 9, Section 903) Required: YES Fire Hydrant Location: C -41, C -48 Fire Hydrant Flows: OKAY Other Approved Water Source: NONE Water Supply Acceptable: YES Fire Hydrant Location Acceptable: YES Water Supply Comments: NONE 3.)Fire Apparatus Access Roads (Article 9 Section 902) Required: YES Acceptable: Width: YES Length: YES Surface: YES Turning Radius: YES Grade: YES Clearance: YES Turn Arounds: YES Complete Road Acceptable: YES 4).Access Roads and Water Supply, Including Fire Hydrants Are Required To Be Installed And Made Serviceable Prior To And During Fire Alarm System THIS APPLICATION, UNITS. Time Of Construction (Article 9 Section 901.3): YES Comments: IF NOT INSTALLED PRIOR TO CONSTRUCTION A STOP WORK ORDER WILL BE ISSUED. 5),Installation Of Portable Fire Extinguisher (Article 10 Section 1002) Required: YES Location Acceptable: NOT SHOWN Type Provided Acceptable: NOT SHOWN Comments: EXTINGUISHERS PLACED AS REQUIRED BY THE 1997 UFC 6).Automatic Fire Extinguishing Systems: (Article 10 Section 1003 Required: YES Type Of System Being Installed: NOT SHOWN Sprinkler System Monitoring Required (Article 10 Section 1003.3) Required: YES Comments: HAVE BEEN VERBALLY TOLD THAT A SPRINKLER SYSTEM WILL BE INSTALLED ALTHOUGH NOT ON LINE UNTIL SUMMER OF 2003. REQUEST WRITTEN DOCUMENTATION OF THIS PROPOSAL. 8).Fire Alarm Systems (Article 10 Section 1007)Required: YES Type Of System Required: Manual: Automatic: Both: YES Type Of System Being Provided: Manual: Automatic: Both: YES Components Shown: Smoke Detectors: YES Heat Detectors: NO Manual Pull Station: YES Sounding Devices: YES YES Door Holders: YES Visual Devices: Duct Detectors: UNKNOWN Flow Alarm: UKNOWN Acceptable: NO, STROBE UNITS NOT ACCEPTABLE IN PLEASE REPLACE ALL WITH COMBINATION HORN /STROBE 10).Other Corrections That Are Required By Special Occupancy Or Conditions /Comments: FIRE ALARM PLANS INCOMPLETE. PLANS DO NOT SHOW THE SIZE OF HORN /STROBES, HANDWRITTEN COMMENTS ARE MISLEADING. SOME AREAS NOT COVERED BY HORN /STROBE UNITS. MISSING SUBMITTALS FOR ALARM CONTROL AND TROUBLE SIGNALING EQUIPMENT, BATTERY CALCULATIONS, CONDUCTOR TYPE AND SIZES, VOLTAGE DROP CALCS, MANUFACTURERS, MODEL NUMBERS AND LISTING INFORMATION FOR EQUIPMENT, DEVICES AND MATERIALS, AND THE INTERFACE OF FIRE SAFETY CONTROL FUNCTIONS. PLEASE ADDRESS ALL COMMENTS ABOVE. Plans As Submitted Are Acceptable: NO Plans Checked By: CHRIS HUSKINSON Date: 4 -6 -02 • Please furnish comments back to the plan reviewer in the following manner: • Written Comments: YES New Plans: YES Project Number: 02_08 Project Name: BYU AUSTIN BLG. Address: BYU IDAHO Occupancy: B Construction: II -FR CITY OF REXBURG ENGINEERING 12 NORTH CENTER REXBURG, IDAHO 83440 (208)359 -3020 Plan analysis based on the 1997 Uniform Building Code Date: April 4, 2002 Contractor: Architect: CRS Engineer: TANNER Report By: VAL CHRISTENSEN NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by b w & a. (719) 599 -5622 Portions of the material contained in this program are reproduced from the Uniform Building Code with the permission of the International Conference of Building Officials. NFPA 13 sprinkler system throughout the building Sprinkler system used for allowable area increase -- Sec. 505.3 FL NAME 2 Mechanical Room 2 LAB 202 2 LAB 205 2 LAB 207 2 CUSTODIAL /COMM 2 Mechanical Room 2 COMPUTER LAB 225 2 MULTIMEDIA 208 2 COMPUTER LAB 221 2 Office #2 2 Class Room 209 2 Class Room 210 2 Class Room 211 2 Office SPACE #1 Total for Floor OCC B B B B B B B B B B B B B B MAX FLR AREA ALLOWED RATIO STATUS ok ok ok ok ok ok ok ok ok ok ok ok ok ok 400 1300 1000 1000 100 30 900 600 690 300 500 500 600 480 8400 Interior check only Interior check only Interior check only Interior check only Interior check only Interior check only Interior check only Interior check only Interior check only Interior check only Interior check only Interior check only Interior check only Interior check only Interior check only Code review for: Project Id.: BYU AUSTIN BLG. Address: BYU IDAHO • • Page # 2 OTHER BUILDING ELEMENTS Table 6 -A ELEMENT MATERIAL RATING NOTES Interior Bearing wall Noncombustible 2 hr Interior nonbrg wall Noncombustible 1 hr See Footnote #5 Structural Frame Noncombustible 2 hr Exterior Struct Frame Noncombustible 2 hr See footnote #1 Shaft Enclosure Noncombustible 2 hr Floor /Ceiling Assembly Noncombustible 2 hr Roof /Ceiling Assembly Noncombustible 1 hr See Footnote #8 Stairs Noncombustible None See Footnote #14 NOTE: See Section 711 for shaft enclosure exceptions. FOOTNOTES: 1) Elements in an exterior wall located where openings are not permitted or where protection of openings is required, shall be protected against external fire exposure as required for exterior bearing walls or the structural frame, whichever is greater. -- Table 6 -A, footnote 1 4) Fire - retardant treated wood may be used within interior non- bearing 1 hr. wall assemblies. -- Table 6 -A, footnote 2 5) Nonload- bearing walls within a tenant space that are not part of a 1 hr. corridor may be of: a) Noncombustible (nonrated) materials b) Fire retardant - treated wood c) One -hour construction (any material) -- Sec. 601.5.2.1 8) If the entire roof structure is 25 feet or more above any floor, the fire rating may be allowed to be eliminated. See limitations and requirements. -- Sec. 603.5 & 602.5 14) Finish material on stairs to be hard noncombustible materials. -- Sec. 603.4 Exception: Stairs that are not required to be in an enclosure. Code review for: Project Id.: BYU AUSTIN BLG. Address: BYU IDAHO Page # 3 PENETRATIONS OF FIRERESISTIVE ASSEMBLIES WALLS ASSEMBLIES -- Sec. 709.6 Through penetrations: 1) Penetrations shall be installed as tested in the rated assembly. -- Sec. 709.6.2 2) Penetrations shall be protected by an approved penetration firestop system and shall have an F rating of not less than the required rating of the wall penetrated. -- Sec. 709.6.3 Exception: When penetrating items are steel, ferrous or copper pipes or steel conduits and the wall is concrete or masonry, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6 -inch diameter and the opening is a maximum of 144 square inches. -- Sec. 709.6.1 Membrane penetrations: The requirements are the same as for through penetrations. -- Sec. 709.7 Exceptions: 1. Steel electrical outlet boxes that do not exceed 16 square inches provided that the area of such openings does not exceed 100 square inches for any 100 square feet of wall area. Boxes on opposite sides of the assembly shall be separated by a horizontal distance of not less than 24 inches. 2. Sprinklers with metal escutcheon plates. Noncombustible penetrating items shall not be connected to combustible materials on both sides of the membrane unless it can be confirmed that the fire - resistive integrity of wall is maintained. -- Sec. 709.7 Code review for: Project Id.: BYU AUSTIN BLG. Address: BYU IDAHO Page # 4 FLOOR /CEILING AND ROOF /CEILING ASSEMBLIES -- Sec. 710.2 Through pent rations: Through penetrations of fire - resistive horizontal assemblies shall be enclosed in fire - resistive shaft enclosures. -- Sec. 710.2.1 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, pipes, tubes and vents through a single concrete floor, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6 -inch diameter and the opening is a maximum of 144 square inches. 2. Electrical outlet boxes that have been tested for use in fire - assemblies. The system shall have an F rating and a T rating of not less than one hour but not less than the required rating of the floor system. -- Sec. 710.2.3 Exception: Floor penetrations contained and located within the cavity of a wall do not require a T rating. Membrane penetrations: The requirements are the same as for through penetrations. -- Sec. 710.3 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, electrical outlet boxes, pipes, tubes and vents through concrete or masonry and the annular space is protected by an approved penetration firestop assembly or protected to prevent the free passage of flame and products of combustion. Such penetrations shall not exceed an aggregate area of 100 square inches in any 100 square feet of ceiling area in assemblies without penetrations. 2. Electrical outlet boxes that have been tested for use in fire - assemblies. 3. Sprinklers with metal escutcheon plates. Fire - resistive roofs may have unprotected openings. -- Sec. 710.4 Code review for: Project Id.: BYU AUSTIN BLG. Address: BYU IDAHO Page # 5 SMOKE and FIRE DAMPERS -- Sec. 713.10 and 713.11 Dampers shall be accessible for inspection and servicing: 1. Penetrations through area separation walls. Penetrations through occupancy separations. 2. Penetrations of the fire - resistive construction of horizontal exit walls or corridors serving as a means of egress. Exception: Openings for steel ducts penetrating the required fire - resistive construction of corridors are not required to have smoke dampers when such ducts are of not less than 0.019 -inch thickness (26 gage) and have no openings serving the corridor. 3. Penetrations of shaft enclosures. Exceptions: 1. Duct penetrations by steel exhaust air subducts extending vertically upward at least 22 inches above the top of the opening in a vented shaft where the airflow is upward. 2. Penetrations of a fire - resistive floor forming the base of a shaft enclosure may be protected by fire dampers listed for installation in the horizontal position. 3. Smoke dampers are not required when shaft is exhaust only, and is used for continuously operating fans. 4. Penetrations of the ceiling of fire - resistive floor - ceiling or roof - ceiling assemblies. Exception: Smoke dampers are not required. 5. Penetrations of an atrium enclosure element. Exception: Smoke dampers are not required. 6. Penetrations of exterior walls where protection of openings is required. Exception: Smoke dampers are not required. 7. Penetrations of areas of refuge. Exception: Ventilation system designed to supply outside air during an emergency. 8. Smoke dampers are required in smoke barriers and elevator lobbies. Code review for: Project Id.: BYU AUSTIN BLG. Address: BYU IDAHO • • Page # 6 EXIT REQUIREMENTS: FL NAME NUMB MIN MIN PANIC HALLWAY/ DOOR NOTES OCC EXITS WIDTH HDWR CORRIDOR SWING 2 Mechanical Room 1 1 0.2 No N/A N/R 2 LAB 202 65 2 13.0 No Corridor Out 18 2 LAB 205 50 2 10.0 No Corridor Out 18 2 LAB 207 50 2 10.0 No Corridor Out 18 2 CUSTODIAL /COMM 0.0 No Hallway N/R 2 Mechanical Room 0.0 No Hallway N/R 2 COMPUTER LAB 225 45 1 9.0 No Hallway N/R 2 MULTIMEDIA 208 30 1 6.0 No Hallway N/R 2 COMPUTER LAB 221 34 1 6.8 No Hallway N/R 2 Office #2 3 1 0.6 No Hallway N/R 11 2 Class Room 209 25 1 5.0 No Hallway N/R 2 Class Room 210 25 1 5.0 No Hallway N/R 2 Class Room 211 30 1 6.0 No Hallway N/R 2 Office SPACE #1 5 1 1.0 No Hallway N/R 11 TOTAL 363 2 108.9 No Corridor Out 12 17 Hallways shall be considered as intervening rooms for exit - access design purposes. -- Sec. 1004.3.3.1 Walls and ceilings of hallways are not required to be fire - resistive unless they are required to be fire - resistive based construction type. -- Sec. 1004.3.3.3 There is no restriction as to the amount and type of openings unless protection of openings is required by some other code provision. -- Sec. 1004.3.3.4 Elevator lobbies are not required. -- Sec. 1004.3.3.5 In areas where 2 exits are required, the minimum separation is 1/2 of the maximum diagonal of the area or floor. -- Sec. 1004.2.4 When 2 exits are required, exits must be arranged so that it is possible to go in either direction from any point in a corridor or hallway to a separate exit, except for dead ends not exceeding 20 feet in length. -- Sec. 1004.2.6 Code review for: Project Id.: BYU AUSTIN BLG. Address: BYU IDAHO • • Page # 7 Exit signs are required from all areas where 2 or exits are required. -- Sec. 1003.2.8.2, Exception 2 No point to be more than 100 feet from an exit sign. Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. -- Sec. 1003.2.8.2, Exception 1 Door swing is based on Sec. 1003.3.1.5 except as noted. Occupant load factor is based on Table 10 -A. Number of exits is based on Table 10 -A except as noted. Exit width is in inches and based on Sec. 1003.2.3 and Table 10 -B Exit width is to be divided approximately equally among exits. -- Sec. 1003.2.3.2 Width shown for all areas is based on other egress components. Width shown for 1st floor is based on other egress components. Width shown for other floors & basements is based on stairways. -- Table 10 -B For the minimum width of doors, see Sec. 1003.3.1.3 For the minimum width of hallways, see Sec. 1004.3.3.2 For the minimum width of corridors, see Sec. 1004.3.4.2 For the minimum width of stairways, see Sec. 1003.3.3.2 FOOTNOTES: 11) Corridors within an office space with an occupant load of 100 or less are not required to be rated. -- Sec. 1004.3.4.3, Exception 5 12) Within office spaces corridors are not required to be rated if an automatic smoke - detection system is installed within the corridors. -- Sec. 1004.3.4.3, Exception 6 17) The requirement for this hallway /corridor to be a corridor is based on the hallway in a portion of this area being an intervening room. -- Sec. 1004.2.2 & 1004.3.3.1 18) The requirement for this hallway /corridor to be a corridor is based on this area requiring more than one exit. -- Sec. 1004.2.2, Exception 2 NOTE: One exit may be through an adjoining or intervening room, which in turn provides direct access to an exit or to a corridor. -- Sec. 1004.2.2, Exception 4. FLUSH AND SURFACE BOLTS: Manually operated edge- or surface - mounted flush bolts and surface bolts or any other type of device that may be used to close or restrain the the door other than by operation of the locking device shall not be used. When automatic flush bolts are used, the door leaf having the automatic flush bolt shall not have a door knob or surface - mounted hardware. The unlatching of any leaf shall not require more than one operation. -- Sec. 1003.3.1.8 Code review for: Project Id.: BYU AUSTIN BLG. Address: BYU IDAHO • • Page # 8 LOCKS AND LATCHES: Regardless of the occupant load served, exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. -- Sec. 1003.3.1.8 Key - locking hardware may be used on the main exit when the main exit consists of a single door or pair of doors if there is a sign stating THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS. When unlocked, door(s) must swing without operation of any latching device. -- exc. STAIR NOTES: Public stairways: 1) The rise of steps shall not be less than 4 inches or greater than 7 inches. The minimum run is 11 inches. The maximum variation is 3/8 inch in a flight of stairs. -- Sec. 1003.3.3.3 2) The minimum width of a stairway is 36 inches, 44 inches if the occupant load is greater than 49. -- Sec. 1003.3.3.2 Also see exit table above to see if minimum width is greater than 44 inches. 3) Provide a handrail on both sides of stairway 34 to 38 inches above the nosing. May be on one side of stairways less than 44 inches wide. -- Sec. 1003.3.3.6, Exception 1 4) Provide a guard rail where drop off is greater than 30 inches. -- Sec. 509.1 5) The minimum height is 42 inches. -- Sec. 509.2 6) Open guardrails shall have intermediate rails or ornamental pattern such that a sphere 4 inches in diameter cannot pass through. -- Sec. 509.3 The triangular opening formed at the riser, tread and guardrail may be 6 inches. -- 509.3, Exception 2 7) The minimum headroom is 6 ft.- 8 inches. Such clearance shall be measured vertically from a plane parallel and tangent to the stairway tread nosing to the soffit above at all points. -- Sec. 1003.3.3.4 8) Enclosed usable space under the stairs is required to be protected as required for 1 hr. fire - resistive construction. -- Sec. 1003.3.3.9 Code review for: Project Id.: BYU AUSTIN BLG. Address: BYU IDAHO • • Page # 9 ELEVATOR REQUIREMENTS: 1) When the elevator vertical travel is 25 feet or more, each associated elevator lobby or entrance area and associated machine rooms shall be provided with an approved listed smoke detector for elevator recall purposes only. -- Sec. 3003.2 2) In building three or more stories in height, at least one elevator serving all floors shall accommodate a wheelchair. See the complete list of requirements in code book. -- Sec. 3003.4.1 3) In all structures four or more stories in height, at least one elevator shall be provided that can accommodate an ambulance -type stretcher 76 inches by 24 inches in the horizontal position. -- Sec. 3003.5 4) Shafts (hoistways) housing elevators extending through more than two floor levels shall be vented to the outside. The area of the vent shall not be less than 3 1/2 percent of the area of the elevator shaft, provided a minimum of 3 square feet per elevator is provided. -- Sec. 3004. Vents shall be capable of manual operation only. LANDINGS AT DOORS: 1) A floor or landing shall be provided on each side of doors. When access for persons with disabilities is required. the floor or landing shall not be more than 1/2 inch lower than the threshold. When access is not required, the maximum is 1 inch. -- Sec. 1003.3.1.6 2) Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width. The minimum length in the direction of exit travel is 44 inches. -- Sec. 1003.3.1.7 TRAVEL DISTANCE: (distance to an exit) The maximum travel distance in this building is 250 feet. -- Sec. 1004.2.5.2.3 Travel distance shall not be limited within an exit enclosure or exit passageway. -- Sec. 1005.2.2 Code review for: Project Id.: BYU AUSTIN BLG. Address: BYU IDAHO • • Page # 10 BUILDING ACCESSIBILITY: 1) This building including each tenant shall be provided with at least one entrance which complies with the accessible route provisions of CABO /ANSI A117.1. At least 50 percent of all entrances shall be accessible. -- Sec. 1103.2.3 2) When more that one exit is required from any accessible space, each accessible portion of the space shall be served by not less than two accessible means of egress. -- Sec. 1104.1.1 3) When an exit stairway is part of an accessible means of egress, the stairway shall have a clear width of not less than 48 inches between the handrails. The stairway shall either incorporate an area of refuge within an enlarged story -level landing or shall be accessed from an area of refuge. -- Sec. 1104.1.2 The area of refuge shall have direct access to the stairway that serves it. -- Sec. 1104.2.1 4) Each area of refuge shall be sized to accommodate one wheelchair space not less than 30 inches by 48 inches for each 200 occupants, or portion thereof. -- Sec. 1104.2.3 5) If the area of refuge is not within the stairway, it shall be separated from the rest of the story by a smoke barrier having at least a one - hour fire - resistance rating. Smoke barriers shall extend to the roof or floor deck above. Doors shall be smoke and draft control assemblies with a rating not less than 20 minutes. -- Sec. 1104.2.4 6) Two -way communications are required. -- Sec. 1104.2.5 7) Each area must be identified by a sign stating AREA OF REFUGE and the international symbol of accessibility. -- Sec. 1104.2.7 8) NOTE: Exit stairways in buildings protected throughout by an approved automatic sprinkler system are NOT required to incorporate an area of refuge. -- Sec. 1104.1.2, Exception 2 AUTOMATIC SPRINKLER SYSTEMS: If there are 100 or more sprinklers, all valves controlling the water supply and water -flow switches shall be electrically monitored. Valve monitoring and water -flow alarm and trouble signals shall be distinctly different and shall be automatically transmitted to an approved central station, remote station or proprietary monitoring station. -- Sec. 904.3.1 STANDPIPE REQUIREMENTS: There is no requirement for a standpipe. -- Table 9 -A FOOTNOTES: 2) A standpipe is not required in the basement. -- Table 9 -A, footnote 1 Code review for: Project Id.: BYU AUSTIN BLG. Address: BYU IDAHO ADDITIONAL REQUIREMENTS: For B occupancy • • Page # 11 VENTILATION: All areas customarily occupied by humans shall be provided with natural ventilation by means of openable exterior openings with an area of not less than 1/20 of the total floor area or shall be provided with a mechanically operated ventilation system. Such system shall be capable of supplying a minimum of 15 cubic feet per minute of outside air per occupant. -- Sec. 1202.2.1 WALL AND CEILING FINISH: 1) Wall and ceiling finish materials are required to comply with Sec. 804.1 and Table 8 -B. 2) Carpeting on the ceiling is required to have a Class I flame spread rating. -- Sec. 804.2 3) Textile wall coverings shall have Class I flame spread rating. and shall be protected by automatic sprinklers or meet the acceptance criteria of U.B.C. Standard No. 8 -2 -- Sec. 805 4) Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 5 inches. - - Sec. 807.1.1 5) Walls within 2 feet of the front and sides of urinals and water closets shall have a smooth, hard nonabsorbent surface. - - Sec. 807.1.2 INSULATION NOTES: 1) All insulation material including facings are required to have a flame - spread rating of 25 or less and a maximum smoke density of 450. -- Sec. 707.3 2) Foam plastic insulations are required to be protected. -- Sec. 2602 Code review for: Project Id.: BYU AUSTIN BLG. Address: BYU IDAHO Page # 12 ACCESSIBLE FACILITIES: NOTE: Except as noted, section numbers listed below are from CABO /ANSI A117.1 - 1992 WATER FOUNTAINS AND WATER COOLERS: At least 50 percent of drinking fountains, but not less than one, provided on every floor shall be accessible. -- UBC Sec. 1105.4.1 Accessible units must comply with the following: 1) Spout is to be within 36 inches of the floor. -- Sec. 4.15.2.1 2) Spout arranged for parallel approach shall be located 3 inches maximum from the front edge. Spouts of cantilevered units with knee and toe clearances shall be located 15 inches minimum from the vertical support and 5 inches maximum from the front edge. -- Sec. 4.15.2.2 3) Spouts shall provide a flow of water 4 inches height minimum. -- Sec. 4.15.2.3 4) Operable parts shall be located at or near the front edge of the unit and shall comply with 4.25.4 -- Sec. 4.15.3 5) A cantilevered unit is required to extend 17 inches minimum from the vertical support. Clear knee space must provide a clear area of 8 inches in depth at 27 inches high and 11 inches at 9 inches minimum above the floor. -- Sec. 4.15.4.1 6) Forward approach units shall comply with 4.2. Units in alcoves shall comply with 4.2.4.4. Units not having the necessary knee and toe clearance or clear space under them shall comply with 4.2.4 and have a clear floor space that allows a person in a wheelchair to make a parallel approach. -- Sec. 4.15.4.2 TOILET FACILITIES: 1) A 60 inch diameter unobstructed turning space is required in the toilet room. -- Sec. 4.16.3, 4.2.3 & Fig. B4.2.3 2) Water closet shall be mounted adjacent to a side wall or partition. The distance from the side wall or partition to the centerline of the water closet shall be 18 in. Sec. 4.17.1 3) When the accessible water closet is not in a stall: The clear floor space shall be 48 in minimum in front of the water closet and 42 in from the center line of the water closet on the side not adjacent to the wall. -- Sec. 4.17.2 & Fig. B4.17.2 4) When the accessible water closet is in a stall: The stall shall be 60 in wide minimum and 56 in deep minimum for wall hung water closets and 59 in deep minimum for floor mounted water closets. -- Sec. 4.18.3.1 If the door swings into the stall, the required depth shall be increased by 36 inches minimum. -- Sec. 4.18.3.2 & Fig. B4.18.3.1 5) The bars are to be 33 to 36 inches above the floor and shall be provided on the rear wall and on the side wall closest to the water closet. -- Sec. 4.24.2.2 & Figs. B4.17.3, B4.17.4 and B4.18.3.1 a) Side grab bar is required to start within 12 inches of the back wall and extend to 54 inches from the back wall. (The minimum length of the bar is 42 in) -- Sec. 4.17.4.1 & Code review for: Project Id.: BYU AUSTIN BLG. Address: BYU IDAHO Page # 13 Figs. B4.17.3 and B4.18.3.1 b) The rear bar shall be 24 in long minimum, centered on the water closet. Where space permits, the bar shall be 36 in long minimum, with the additional length provided on the transfer side. -- Sec. 4.17.4.2 & Figs. B4.17.3, B4.17.4 and B4.18.3.1 6) The top of the seat on the water closet is required to be 17 to 19 inches above the floor. -- Sec. 4.17.3 & Fig. B4.17.3 7) Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor. -- Sec. 4.19.2 8) A clear area of 30 X 48 inches minimum is required in front of the urinal. Privacy shields shall not extend beyond the front edge of the urinal rim, unless they are 30 inches apart minimum. -- Sec. 4.19.3 9) Accessible lavatories shall be mounted with the rim 34 inches maximum above the floor and a clearance of 29 inches minimum from the floor to the bottom of the front edge of the apron. -- Sec. 4.20.2.1 & Fig. B4.20.3.1 10) It shall extend 17 inches minimum from the wall. The clear knee space shall be 8 inches in depth minimum at 27 inches minimum above the floor and 11 inches in depth minimum at 9 in minimum above the floor. The dip of the overflow shall be ignored when checking the clearances. -- Sec. 4.20.3.1 & Fig. B4.20.3.1 11) A clear floor space of 30 X 48 inches minimum shall be provided in front of the lavatory and shall extend 19 inches maximum under the lavatory. -- Sec. 4.20.3.2 & Fig. B4.20.3.2 12) Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact. -- Sec. 4.20.4 13) The bottom of mirror is required to be within 38 inches of the floor. -- Sec. 4.16.6 & Fig. B4.20.3.1 Code review for: Project Id.: BYU AUSTIN BLG. Address: BYU IDAHO • • Page # 14 GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 2406.3 & 2406.4 Locations: 1) Glazing in ingress and egress doors except jalousies. 2) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 3) Glazing in storm doors. 4) Glazing in all unframed swinging doors. 5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. 6) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24 -inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 7) Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: A. Exposed area of an individual pane greater than 9 square feet. B. Exposed bottom edge less than 18 inches above the floor. C. Exposed top edge greater than 36 inches above the floor. D. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8) Glazing in railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in -fill panels. 9) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edges is less than 60 inches above the pool side and the glazing is within 5 feet of the pool or spa water's edge. 10) Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surface. Cooper Roberts Simonsen Architects MM 24 April 2002 Val Christensen Building Official City of Rexburg P.O. Box 280 Rexburg, Idaho 83440 Dear Val, • The following is in response to your review comments dated 4/11/2002, and Chris Huskinson's review comments dated 4 -6 -02. For clarity we have retyped each review comment (see bolded text). Our response follows each review comment. Response to comments made by the Building Official, Val Christensen. 200.0 Firm of Me T ;CTY 1. The electronics lab (room 202) is not shown to have fixed seating. The occupant load calculated using table 10 -A from the 1997 Uniform Building Code (UBC) is 71. Provide 2 exits to this room. 1.a Brigham Young University -Idaho will install fixed drafting tables in Electronics Lab 202 prior to occupancy of Phase I (see the attached drawing GI002.1 for layout). When Phase II of the project is complete the drafting tables will be removed and laboratory benches will be installed (see the attached drawing AE101.1 for layout). 2. The window jamb detail (A2) on page AE501 identifies 3 layers of gypsum board as 2 -hr fire protection around the new structural members. This protection should also be extended to cover the structural angles around the opening. 2.a Addendum #004 extends the gypsum board to cover the steel angles at the window. See the attached drawing sheet AE501.2 in Addendum #004. 3. On page GI002 the UBC Code Information identifies that the roof deck and trusses are to be fireproofed. How is this to be accomplished? 3.a The roof deck and trusses will be fireproofed utilizing applied fireproofing. See specification "Section 07810 — Applied Fireproofing ". Addendum #003 clarifies the required thickness on the open web steel joists by adding the UL Design No. N743 to the contract documents. See drawing sheet AE505.1 in Addendum #003 attached herewith. See also general note #7 on sheet AE101 which reads as follows, "Existing roof structure and decking to receive applied fire - proofing to establish one -hour fire - rating. See fire -rated assembly details on sheets AE504 and AE505 ". See also general note #3 on sheet G1002 which reads as follows, "Existing roof structure and decking to receive one -hour applied fire - proofing. See fire -rated assembly details on sheets AE504 and AE505 ". 4. I'm not sure how the corridor and the ducts are constructed. With the details provided, I can't determine if the dampers are doing their job. Please provide details. 4.a All of the new walls are being constructed from the floor deck to the roof deck (i.e. all walls regardless of fire - rating will be extended to the underside of the roof deck). See general note #1 on sheet AE102 which reads as follows, "All walls to extend to underside of roof deck, see COOPER ROBERTS SIMONSEN ARCHITECTS • P.O. BOX 2421 • IDAHO FALLS, IDAHO 83403 -2421 (208) 524 -4621 • FAX (208) 523 -3681 • www.c rsarchlt cts,cc,TYi • • Cooper Roberts Simonsen Architects MI ■ Response to comments made by the Rexburg Madison County Fire Department (Chris Huskinson). COOPER ROBERTS SIM.ONSEN ARCHITECTS • P.O, BOX 2421 • IDAHO FALLS, IDAHO 83403 -2421 (208) 524 -4621 • FAX (208) 523 -3681 vwoi.crsarchitects,cam AiA Oct) 2000 Firm of The Ybor D1 /AE503 ". Detail D1 /AE503 specifies states the following "Firestop material, (fire -rated walls) see fire -rated assembly details ". See drawing sheet AE503.1 in Addendum #003 attached herewith. Specification Section 07840 — Firestopping specifies the material to be used. There is a "F.S.D." note near all of the ducts that require smoke dampers (see Sheet M -102 in the submitted set of drawings). Addendum #003 provides a combination fire /smoke damper detail. See drawing sheet SK- M502 -2 in Addendum #003 attached herewith. 5. Please respond to the items that the fire department has identified. I have attached a copy of their review to the back of this document. 5.a See below. 6. Have the trusses that acquire the loads from the antennae installation been checked to see if they will support the additional weight? 6.a Yes. 1. Required Fire Flow (Appendix III -A): 2,500 GPM /two hours. Comments: Fire flow requirements may be reduced up to 50 percent if an approved automatic sprinkler system is installed. 1.a An automatic sprinkler system will be installed and operational at the completion of this project. BYU -Idaho performs tests on all fire risers on a quarterly basis. The past two years of tests on the existing fire riser in the Mark Austin Engineering and Technology Building has yielded a static pressure that has ranged from 105 PSI to 135 PSI and a residual pressure that has ranged from 75 PSI to 105 PSI. Based upon the static pressure and the residual pressure, the fire flow in the existing fire riser will meet or exceed the 1,250 GPM /two hour requirement. 2. Water Supply (Article 9, Section 903) Required: Yes. Fire Hydrant Location: C-41, C-48. Fire Hydrant Flows: Okay. Other Approved Water Source: None. Water Supply Acceptable: Yes. Fire Hydrant Location Acceptable: Yes. Water Supply Comments: None. 2.a No response required. 3. Fire Apparatus Access Roads (Article 9 Section 902) Required: Yes. Acceptable: Width: Yes. Length: Yes. Surface: Yes. Turning Radius: Yes. Grade: Yes. Clearance: Yes. Turn Around: Yes. Complete Road Acceptable: Yes. 3.a No response required. 4. Access Roads and Water Supply, Including Fire Hydrants Are Required to Be Installed And Made Serviceable Prior to and During Time of Construction (Article 9 Section 901.3): Yes. Comments: If not installed prior to construction a stop work order will be issued. 4.a The water supply and access roads are existing and currently operational. The water supply and the access roads will remain operational during construction. 5. Installation of Portable Fire Extinguishers (Article 10 Section 1002) Required: Yes. Location Acceptable: Not Shown. Type Provided Acceptable: Not Shown. Comments: Extinguishers Placed as required by the 1997 UFC. 5.a Portable Fire Extinguishers will be provided during and after construction. See specification Section 01500 — Temporary Facilities and Controls paragraph 3.2, C. for fire extinguishers to be utilized during construction. See specification Section 10523 — Fire Extinguishers and Cabinets • • Cooper Roberts Simonsen Architects II (20 4 -4621 • FAX (208 523 -3681 WNW .c rsar•. hitec`s.com CPEATING COOPER ROBERTS SI M'ONSEN ARCHITECTS • P.O. BOX 2421 • IDAHO FALLS IDAHO 83403 - 2421 COMMUNITIES AA Utch 2Cat0 Firm of the Year for fire extinguishers to be installed as part of the completed project. Three fire extinguishers and cabinets will be installed in the completed work. See reference note #1 on drawing sheet AE101 which reads as follows, "Fire extinguisher cabinet, Typ. See D2/AE501 ". The fire extinguishers are located as follows: one in Fab. Lab 204A, one in Corridor 201 just outside the Telecomm 209 room, and one in Corridor 201 just outside Office 219 (see drawing sheet AE101). The placement of the fire extinguishers meets the 1997 UFC. 6. Automatic Fire Extinguishing Systems: (Article 10 Section 1003) Required: Yes. Type of System Being Installed: Not Shown. Sprinkler System Monitoring Required (Article 10 Section 1003.3) Required: Yes. Comments: Have been verbally told that a sprinkler system will be installed although not on line until summer of 2003. Request written documentation of this proposal. 6.a The type of fire sprinkler system being installed is specified in specification Section 15300 — Fire Sprinkler System. The type of fire sprinkler system specified is a Wet -pipe fire sprinkler system per NFPA 13. The successful bidder for the project will prepare submittals as described in specification Section 15300. The submittals will contain information as outlined in NFPA 13 chapter 8. The submittals (drawings and hydraulic calculations) will be submitted to each Authority Having Jurisdiction. The final design of the fire sprinkler system will incorporate all the requirements of the Authority Having Jurisdiction. Work will only be preformed from the reviewed documents. The fire sprinkler system will be fully operational at the completion of this first phase of the project. There is an existing fire riser in the wood shop of the main level of the Mark Austin Engineering and Technology Building. The existing Fire Riser will be modified to accommodate the new fire sprinkler system. See specification Section 15300 and drawing sheet P -102 for further information regarding the fire sprinkler system. 8. Fire Alarm Systems (Article 10 Section 1007) Required: Yes. Type of System Required: Manual: Automatic: Both: Yes. Components Shown: Smoke Detectors: Yes. Heat Detectors: No. Manual Pull Station: Yes. Sounding Devices: Yes. Visual Devices: Yes. Door Holders: Yes. Duct Detectors: Unknown. Flow Alarm: Unknown. Fire Alarm System Acceptable: No, strobe units not acceptable in this application, please replace all with combination horn /strobe units. 8.a There are duct detectors to be installed in the supply and the return air paths of the main building air handler. See sheet E -104 — Second Floor Special Systems Plan. There is an existing flow alarm and fire riser. The existing flow alarm will remain in use. All strobe only units have been changed to horn /strobe units. See paragraph IV -19 of Addendum #003 attached herewith. 10. Other Corrections That Are Required by Special Occupancy or Conditions /Comments: Fire alarm plans incomplete. Plans do not show the size of horn /strobes, handwritten comments are misleading. Some areas not covered by horn /strobe units. Missing submittals for alarm control and trouble signaling equipment, battery calculations, conductor type and sizes, voltage drop calcs, manufacturers, model numbers and listing information for equipment, devices and materials, and the interface of fire safety control functions. Please address all comments above. 10.a The size of the horn /strobes was clarified in Addendum #003 to be 95 candela minimum. See paragraph IV -16 of Addendum #003 attached herewith. All public spaces have been covered by horn /strobe units. Private offices have been excluded as allowed by code. Code specifies a minimum of 10 decibels above ambient sound level. As currently configured we anticipate compliance with the code required decibel level. Conductor type and sizes are specified in Specification Section 16120 — Basic Materials and Methods paragraph 2.02, A and B. The • • Cooper Roberts Simonsen Architects ■■ TIEN Thank you, jedd alan walker, AIA Project Manager IT -S contractor will provide submittals for the alarm control and trouble signaling equipment, battery calculations, Voltage drop calculations, manufacturers, model numbers and listing information for equipment, devices and materials, and the interface of the fire safety control functions. See specification Section 16720 - Alarm and Detection Systems paragraph 1.06 for submittal requirements. COOPER ROBERTS SIMONSEN ARCHITECTS • P.O . BOX 2421 • IDAHO FALLS, IDAHO 83103 -2421 (208) 524 -1621 • FAX (208) 523 -3681 `,(wwcrsarcnilects,cor; i Do n O 0 O ■ 0 I m C) m 0 co L C) D 0 0 G) m r m D 0 0 0 0 a 0 D m O N O O N r w r O n C 700 2= O c< (A U) z -1 00 30 0) C) m z —1 m N D z 0 1 IIII•C. ELECTRONICS LAB 4' 1 1 1 x,404, 1 1 I ? in 1 L-- -L---- L --L - -J L___L-- -_- - -J p OWNER PROVIDED AND INSTALLED FIXED i DRAFTING TABLES (NOT IN CONTRACT) -- J--- J- \_ —J- - -J L___L__J- - -J p in 1,424.23 SF - -J L-- J- - -_1_ - - ECOMM 2011 SF ELECTRONICS LAB 204 1,114.26 SF • O a a 0 m r m O 0 m 0 CQ ELECTRONICS LAB 202 32 m 0 (r c r Oc z� 2 = 0 (1)0) Z -1 O m z m z 0 AE402 1 _ _J TYP- ELECTRONICS LAB 204 L -J CONTRACTOR ADDENDUM 1, 2, 3, 4 RECEIVED BASE BID Commercial General P.O. Box 51039 Idaho Falls, ID 83405 I, 2, 3, y 8� ac P BASE BID $ ALT. BID A $ / 9 (Replace existing windows) Double E Construction P.O. Box 10 Ririe, ID 83443 // Z, 4 V BASE BID $ 81/ ALT. BID A $ /7,255 (Replace existing windows) Jacobsen Construction P.O. Box 27608 Salt Lake City, UT 84127 1, 2 , / BASE BID $ 8 /, Ca ALT. BID A $ (Replace existing windows) P.O. d 1-84'1 BASE BID $ ALT BID A $ x 4tielte-Feiier-I443498. 2 /D Nor 8d) (Replace existing windows) R.E. Beck Construction P.O. Box C Shelley, ID 83274 l,z, 3,9 BASE BID $ 85z 346 ALT BID A $ /� 398 (Replace existing windows) 04/24/2002 14:23 FAX +208 52 3681 COOPER ROBERTS SIMONSEN IJ002 /002 BID SUMMARY PROJECT: 2nd Floor Remodel to Mark Austin Bldg. TIME: 2:00pm PROJECT NO: 2278 DATE: April 23, 2002 PLACE: Room 212 Physical Plant CONDUCTED BY: Chuck Frost 4 03 -28 -2002 07 :46PM FROM ©per Roberts Si en Architec II y.. TO 3593022 P.01/04 • TRANSMITTAL / MEMO PABo2- 0051Text\02 • CorrespgnxlencelMemo .Co0e.003.doc I4ROJECT: Mark Austin Engineering and Technology Building Addition and Remodel DATE: 28 March 2002 TO: Marilyn Wasden City of Rexburg 12 North Center Street Rexburg, Idaho 83440 FROM: Jedd A Walker VIA: Fax COPY TO: N/A ATTACHED: Application for Plan Review (3 sheets including this cover) (208) 359 -3020 Fax (208) 359 -3022 REMARKS: Marilyn, please find attached the above referenced information. Please call if we need to provide you with fyirther information. Thank You, Jedd A. Walker, AIA CC}OP R r osr-RTs SIMONSEN ARCHITECTS • P.O. BOX 2421 • IDAHO PALS, IDAHO 83403.2421 '2Ca) 524 -4621 w FAX (208) 523 -3681 www.c r ofci'.Itcts,ccm 04/24/2002 14:22 FAX +208 523 3681 Cooper Roberts Simonsen Architects No I'y1'i! li'` r • � �illl� VIA: Fax COPY TO: N/A REMARKS: Val, Thank You, Jedd A. Walker, AIA • • ATTACHED: Bid Amount (2 sheets including this cover) COOPER ROBERTS SIMONSEN EA 001/002 TRANSMITTAL / MEMO P:IB02- 0051TexIl02 - CorreaoondencelMemo.Code 004 doc PROJECT: Mark Austin Engineering and Technology Building — Second Level Remodel DATE: 24 April 2002 TO: Val Christensen (208) 359 -3020 Building Official Fax (208) 359 -3022 City of Rexburg 12 North Center Street Rexburg, Idaho 83440 FROM: Jedd A Walker Please find attached the above referenced information. Please call if we need to provide you with further information. 00I I <:DI!E:Rifi !.":1;v1( ;SEvi /,i2C:r:111 • P 0. ?X ' 2 • 10A•1) I j 33403 p f�' ,��1: i � •p I ID X11 <;� �3a:7 2421 52• 1621 r,A 1203) 523 -363 ■,'rww.r,l,:av 011 v w Date: To: From: Project: • Cooper Roberts Simonsen Architects ®R Second Level Remodel to Mark Austin Engineering and Technology Brigham Young University -Idaho Rexburg, Idaho 83460 22 April 2002 Ormond Builders, Inc. RE Beck Construction Double E Construction, Inc. Commercial General Jacobsen Construction BYU -Idaho Physical Plant Building The Builders Exchange Associated General Contractors Dodge / Scan Cooper Roberts Simonsen Architects P.O. Box 2421 Idaho Falls, Idaho 83403 -2421 I. CHANGES TO PRIOR ADDENDA: I -1 None II. CHANGES TO BIDDING REQUIREMENTS: II -1 None III. CHANGES TO SPECIFICATIONS: III -1 None • ADDENDUM #004 P: \B02- 005 \Text \07 - Bid & Construction\Addenda\Addendum 004.doc Owner's 2278 Building Project No.: Architect's B02 -005 Project No.: Fax Fax Fax Fax Fax Fax Fax Fax Fax (208) 524 -7488 (208) 528 -0994 (208) 538 -5318 (208) 522 -2827 (801) 973 -7496 (208) 496 -2490 (208) 232-3490 (208) 523 -9267 (801) 972 -8975 (208) 524 -4621 Fax (208) 523 -3681 This Addendum forms a part of the Contract Documents and modifies the original Bid Documents dated April 4, 2002 as noted below. Acknowledge receipt of this Addendum in the space provided on the Form of Proposal. Failure to do so may subject the Bidder to disqualification. This Addendum consists of two (2) 8'h "xl 1" sheets and nine (9) 8 x 11" drawing sheets. IV. CHANGES TO DRAWINGS: IV -1 AE501 — Details a) Detail Al — Window Sill detail. Replace detail Al /AE501 with the attached detail A1/AE501 (see the attached AE501.1 drawing). b) Detail A2 — Window Jamb /Head Sim. Detail. Replace detail A2/AE501 with the attached detail A2/AE501 (see the attached AE501.2 drawing). IV -2 AE503 — Casework and Other Details a) Detail Al — Casework Detail. Replace detail A1/AE503 with the attached detail A1/AE503 (see the attached AE503.1 drawing). b) Detail A2 — Casework Detail. Replace detail A2 /AE503 with the attached detail A2 /AE503 (see the attached AE503.2 drawing). COOPER ROBERTS SIMONSEN ARCHITECTS • P.O. BOX 2421 • IDAHO FALLS, IDAHO 83403 -2421 (208) 524-4621 • FAX (208) 523 -3681 • www.o sarchitects,corn End of Addendum #004: • Cooper Roberts Simonsen Architects/II . ( A. /fi ME � r. e, • ADDENDUM #004 P: \B02- 005 \Text \07 - Bid & Construction\Addenda\Addendum 004.doc c) Detail B5 — Casework Detail. Replace detail B5/AE503 with the attached detail B5/AE503 (see the attached AE503.3 drawing). d) Detail C3 — Casework Detail. Replace detail C3 /AE503 with the attached detail C3 /AE503 (see the attached AE503.4 drawing). e) Detail C4 — Casework Detail. Replace detail C4 /AE503 with the attached detail C4 /AE503 (see the attached AE503.5 drawing). IV -3 E -602 — Electrical One -Line Diagram a) Reference the attached supplemental drawings SK- E602 -2 and SK- E602 -3 for the electrical one -line diagram. Issued by: Jedd A. Walker, AIA Cooper Roberts Simonsen Architects COOPER ROBERTS SIIMONSEN ARCHITECTS • P.O, BOX 2421 • IDAHO FALLS, IDAHO 83403 -2421 (208) 524 -4621 • FAX (208) 523 -3681 • www,crsarcl itects.com STONE WINDOW STOOL. 3 LAYERS 5/8" "GREEN" GYPSUM BOARD. ALL AROUND OPENING. A d ir v4/411/ NV/ ' re - • 4 HINL7OH SILL SLOPED ROWLOCK COURSE OF BRICK METAL WINDOW, W/ SWIMS. SEALANT OVER BACKER ROD BOTH SIDES TYP. SEE S - u TUR EXISTING WALL 5/8" GYP BOARD ON 1/8" NAT CHANNEL AE501 -AI -O8 SCALE: I VT = I'-O" Cooper /Roberts Architects ME 700 NORTH 200 WEST SALT LAKE CITY, UTAH 84103 (801) 355 -5915 FAX (801) 355-9885 www.crarchitects.com MARK AUSTING ENG. & TECH. BUILDING SECOND LEVEL REMODEL PROJECT NO: B02 -005 I DATE: 04/22/2002 CAD DWG FILE: Addendum.004.AE501.1.dwg DRAWN BY: JAW CHECKED BY: JAW ADDENDUM #004 DETAIL A1/AE501 WINDOW SILL AE501.1 SCALE: 1 1/2" = / / / i / I- I/2 " =I' -0" STEEL ANGLE LINTEL. COORDINATE WITH STRUCTURAL. / I NDOfr4 JAMB /I4 1/8" NAT CHANNEL EXISTI WALL 3 LAYERS 5/8" GYPSUM BOARD AT EACH COLUMN. METAL FRAMING STEEL BASEPLATE ( BEYOND COORDINATE WITH STRUCTURAL 3 LAYERS 5/8" "GREEN" GYPSUM BOARD. ALL AROUND OPENING. METAL WINDOW, SEALANT OVER BACKER ROD BOTH SIDE TYP. BRICK COURSING. SEE AE50I -A2 -O8 Cooper /Roberts Architects ME 700 NORTH 200 WEST SALT LAKE CITY, UTAH 84103 (801) 355 -5915 FAX (801) 355 -9885 www.crarchitects.com MARK AUSTING ENG. & TECH. BUILDING SECOND LEVEL REMODEL PROJECT NO: B02 -005 DATE: 04/22/2002 CAD DWG FILE: Addendum.004.AE501.2.dwg DRAWN BY: JAW I CHECKED BY: JAW ADDENDUM #004 DETAIL A2/AE501 WINDOW JAMB /HEAD SIM. AE501.2 SCALE: 3/4" = I' -0" N r- N in N Cooper /Roberts Architects 700 NORTH 200 WEST SALT LAKE CITY, UTAH 84103 (801) 355 -5915 FAX (801) 355 -9885 www.crarchitects.com OPEN KNEE SPACE Ix4 CONT. MOUNTING STRIP W/ 1/4" DIA SCREWS AT 16" O.G. TOP AND BOTTOM INTO STUDS DOOR PROJECT NO: B02 - 005 ADJUSTABLE SHELVES TWO PER CABINET TYP. BACK COUNTERTOP BEYOND WHERE OCCURS 4 "x3/4" HARDWOOD BACK SPLASH W/ I/8" RADIUS CORNER DESK TOP - PLASTIC LAMINATE ON 3/4" SUBSTRATE. I I/2 "x3/4" HARDWOOD EDGE W/ I/8" RADIUS CORNERS v m DRAWER - WHERE OCCURS STEEL BRACKET SEE C2 /AE5O3. SUPPORT BEYOND BASE MARK AUSTING ENG. & TECH. BUILDING SECOND LEVEL REMODEL DATE: 04/22/2002 CAD DWG FILE: Addendum.004.AE503.1.dwg DRAWN BY: JAW CHECKED BY: JAW ADDENDUM #004 DETAIL Al /AE503 CASEWORK DETAIL AE503.1 1 O SCALE: 3/4" = 1' I' -10 1/2" IX BASE FRAMING WALL LINE 1x4 CONT. MOUNTING STRIP NI 1/4" DIA SCREWS AT 16" O.G. TOP AND BOTTOM INTO STUDS DOOR ADJUSTABLE SHELVES TWO PER CABINET TYP. BACK 4 "x3/4" HARDWOOD BACK SPLASH W/ I/8" RADIUS CORNER DESK TOP - PLASTIC LAMINATE ON 3/4" SUBSTRATE. I I/2 "x3/4" HARDWOOD EDGE W/ 1/8" RADIUS CORNERS ADJUSTABLE SHELF DOOR BASE Cooper /Roberts Architects 700 NORTH 200 WEST SALT LAKE CITY, UTAH 84103 (801) 355 -5915 FAX (801) 355 -9885 www.crarchitecfs.com MARK AUSTING ENG. & TECH. BUILDING SECOND LEVEL REMODEL PROJECT NO: B02 -005 I DATE: 04/22/2002 CAD DWG FILE: Addendum.004.AE503.2.dwg DRAWN BY: JAW CHECKED BY: JAW ADDENDUM #004 AE503.2 DETAIL A2/AE503 CASEWORK DETAIL 3/4" = 1' -0" 4 r F IX BASE FRAMING GA$ k4ORK DETAIL 4 "x3/4" HARDWOOD BACK - SPLASH W/ I/8" RAD. CORNER DESK TOP - PLASTIC LAMINATE ON 3/4" SUBSTRATE. I I/2 "x3/4" HARDWOOD EDGE NJ 1/8" RADIUS CORNERS uf DRAWER FRONTS BASE SCALE: 3/4" = I'-0" Cooper /Roberts Architects EE 700 NORTH 200 WEST SALT LAKE CITY, UTAH 84103 (801) 355 -5915 FAX (801) 355 -9885 www.crarchitects.com MARK AUSTING ENG. & TECH. BUILDING SECOND LEVEL REMODEL PROJECT NO: B02 -005 DATE: 04/22/2002 CAD DWG FILE: Addendum.004.AE503.3.dwg DRAWN BY: JAW ADDENDUM #004 DETAIL B5/AE503 CASEWORK DETAIL CHECKED BY: JAW AE503.3 FLOOR LINE CASEWORK DETAIL 3/4 =1' -0" DESK TOP - PLASTIC LAMINATE ON 3/4" SUBSTRATE. f _ I I/2 "x3/4" HARDWOOD EDGE W/ I /8" RADIUS CORNERS NOTCH FOR WIRE CHASE COORDINATE W/ ELECTRICAL 3/4" DIVIDER @ 36" O.G. 3/4" PANEL W /PLASTIC LAMINATE SCALE: 3/4" = I'-O" Cooper /Roberts Architects 700 NORTH 200 WEST SALT LAKE CITY, UTAH 84103 (801) 355 -5915 FAX (801) 355 -9885 www.crarchitects.com MARK AUSTING ENG. & TECH. BUILDING SECOND LEVEL REMODEL PROJECT NO: B02 -005 CAD DWG FILE: Addendum.004.AE503.4.dwg DRAWN BY: JAW ADDENDUM #004 DETAIL C3 /AE503 CASEWORK DETAIL DATE: 04/22/2002 CHECKED BY: JAW AE503.4 M J E HALL LINE CASEHO K DETAIL 3/4 " =1' -0" 4 "x3/4" HARDWOOD BACK SPLASI4 W/ I/8" RADIUS CORNER DESK TOP - PLASTIC LAMINATE ON 3/4" SUBSTRATE. I I/2 "x3/4" I-IARDWOOD EDGE W/ 1/8" RADIUS CORNERS STEEL BRACKET SEE C2 /AE503 3/4" PANEL 174/PLASTIC LAMINATE FLOOR LINE SCALE: 3/4" = I'-O" Cooper /Roberts Architects ME 700 NORTH 200 WEST SALT LAKE CITY, UTAH 84103 (801) 355 -5915 FAX (801) 355 -9885 www.crarchitects.com MARK AUSTING ENG. & TECH. BUILDING SECOND LEVEL REMODEL PROJECT NO: B02 -005 DATE: 04/22/2002 CAD DWG FILE: Addendum.004.AE503.5.dwg DRAWN BY: JAW ADDENDUM #004 DETAIL C4 /AE503 CASEWORK DETAIL CHECKED BY: JAW AE503.5 CD rn , z• CD N N Co O CO • UJ ' I NEt1 PANEL 'F° CO TO REPLACE ' EXi5IIN6 L ' SEE SCHEDULE 1 NEIN PANEL '61" NEA PANEL `H' Nfl PANEL TO REPLACE TO REFLAGE TO REPLACE EXISTING EXISTING EXISTINS SEE SCHEDII E SEE SC EIX E GLC SCHEDULE DRAWING NOTES EXTEND EXlS11 YS CONDUIT TO NEVI PANEL LOCATION. REMOVE EXISTING CONDUCTORS AND INSTALL NEVI CCNFAICTOR5 FROM PANEL M TO EACH RESPECTIVE PANEL. % REPLACE EXISTING BREAKER WITH NEVI BREAKER SIZE AS NOTED. ELECTRICAL ONE -LINE DIAGRAM SCALE: NONE m 25:.:0 A 206, 34-, 411 FRC41173) 250KVA Or_ 7ILLED na3 5me TRAVSFO,?1ER5 iE:0STIW EX.(TI).6 EX,51136 PANEL II' 2505A SEZASE 12O'/. 30, 451.:,590A. A 120/268V, 39, - Sa 12 4a7. 2.CeICICN, 2500A, 39 40, CAT O. r 1 25C013 I A.: L-1/0 1-06. P: 3-VO LJfljJ N LEY AN • A' ) OCl2 (/ • ( : •• • : S G03+11TER - 2id FLOOR FO Be REMOVED 1 P: 3-1/0 N: 1-1/0 2' 'C' ELECTRICAL ONE-L1NE DIAGRAM %ALE: NONE P: 3-35G Nz 1-350 6: t-04 3$1' rti T • 6 N �»-a I / 64 I 40013 t' 20C,9 • •E.1"Ne:. "9 6 ItIPNEL 'C!' 1 1 3-50C N: 1-500 6: 1-03 31'2' 1- u; 3 Cooper Roberts Simonsen Architects II A \- ,.m of e, e... .,., Project: To: From: • Ormond Builders, Inc. RE Beck Construction Double E Construction, Inc. Commercial General Jacobsen Construction BYU -Idaho Physical Plant Building The Builders Exchange Associated General Contractors Dodge / Scan Cooper Roberts Simonsen Architects P.O. Box 2421 Idaho Falls, Idaho 83403 -2421 II. CHANGES TO BIDDING REQUIREMENTS: II -1 Instruction to Bidders b) Section 9 — Prior Approvals and Substitutions • ADDENDUM #003 P:\B02- 005 \Text \07 - Bid & Construction \Addenda\Addendum 003.doc Owner's 2278 Project No.: Second Level Remodel to Mark Austin Engineering and Technology Building Brigham Young University -Idaho Rexburg, Idaho 83460 Date: 19 April 2002 Architect's B02 -005 Project No.: These items shall be reflected in the bid breakdown form as indicated. Fax (208) 524 -7488 Fax (208) 528 -0994 Fax (208) 538 -5318 Fax (208) 522 -2827 Fax (801) 973 -7496 Fax (208) 496 -2490 Fax (208) 232-3490 Fax (208) 523 -9267 Fax (801) 972-8975 (208) 524 -4621 Fax (208) 523 -3681 This Addendum forms a part of the Contract Documents and modifies the original Bid Documents dated April 4, 2002 as noted below. Acknowledge receipt of this Addendum in the space provided on the Form of Proposal. Failure to do so may subject the Bidder to disqualification. This Addendum consists of two (6) 8 %2'x11" sheets and twenty (21) 8'/2" x 11" drawing sheets. CHANGES TO PRIOR ADDENDA: I -1 Addendum #002 a) Paragraph IV, IV -1, a).: the small corridor at the east end of the main corridor contains vinyl asbestos tile as indicated in the original contract documents. Delete paragraph IV, IV -1, a) from addendum #002. ELECTRICAL PRIOR APPROVALS The following manufacturers, vendors, etc., are noted in compliance with the "Instructions to Bidders ". Furnish only equipment and materials from among those listed in the specifications or in this prior approval list. Any furnished item shall comply with the criteria and character of the basic specification, fully adapted to the actual project conditions. Costs of accommodating equipment which varies from that indicated shall be the responsibility of the Contractor. COOPER ROBERTS SIMONSEN ARCHITECTS • P.O. BOX 2421 • IDAHO FALLS, IDAHO 83403 -2421 (208) 524 -4621 • FAX (208) 523 -3681 • www.crrsarchitects.corn Cooper Roberts Simonsen Architects mu AIA • • ITEM SECTION 16140 Wiring Devices ADDENDUM #003 P: \B02- 005 \Text \07 - Bid 8 Construction \Addenda\Addendum 003.doc MANUFACTURER Pass & Seymour CRB Series CS Series SECTION 16440 Transient Voltage Surge Suppression Equipment Square D Compnay III. CHANGES TO SPECIFICATIONS: III -1 Section 01200 — Price and Payment Procedures a) 1.2 Alternates. (1) Alternate No. A. (a) See the attached drawing AE506.2 for elevations of the windows that are to be replaced. The largest piece of glazing is roughly 18 square feet. The glazing thickness of windows larger than 15 square feet is to be 1/16 inch minimum, double strength. (b) Clarification: The existing window does not appear to be cast into the precast concrete window sill. III -2 Section 09305 — Tile Setting Materials and Accessories a) Add the following to 2.1 Materials: (1) Stone Window Stools (a) Texture and color variation shall be within limits established by Architect's approved sample. (b) Free of defects that would materially impair strength, durability, and appearance. (c) Finish — 80 grit exterior hone. (d) White marble with minimal dark grain, one piece, 1/4 inch thick. III -3 Section 13110 — Communications Tower a) Clarification: The communications tower is provided and installed by the contractor. III -4 Section 15440 Plumbing Fixtures a) Paragraph 2.02, F, 1, b. Delete "(1) Delany -"Presto" No. 402 -1" and "(3) Zurn - "Aquaflush" No. Z- 6000XL -WS1." b) Paragraph 2.02, F, 3, b. Delete "(1) Delany "Impulse" No. I- 1431 -1 "and "(3) Zurn "AquaSense" No. ZR- 6003XL -WS1." c) Paragraph 2.02, F, 4, b. Delete "(2) Watts" III -5 Section 15940 Air Outlets and Inlets a) Delete paragraph 2.02 Louvers III -6 Section 15955 Mechanical Control Systems a) Add the following to Part 3 — Control Sequences. 3.07 EXISTING CENTRAL FAN TEMPERATURE /ECONOMIZER CONTROL SEQUENCES A. In the building occupied mode the existing supply fan and return /relief fan are enabled via the new DDC control system. COOPER ROBERTS SIMONSEN ARCHITECTS • P.O. BOX 2421 • IDAHO FALLS, IDAHO 83403 -2421 (208) 524-4621 • FAX (208) 523 -3681 vwAi,crsarchitects,com • Cooper Roberts Simonsen Architects Utah r.. h A.A • ADDENDUM #003 P: \B02- 005 \Text \07 - Bid & Construction \Addenda\Addendum 003.doc The start and stop time shall be adjustable by the owner. (The owner has the return /relief fan is manually shut off) B. Discharge air sensors acting through the DDC system modulates the new cooling coil control valve, existing heating water control valve and existing mixed air damper and relief dampers (all in the new damper motors), in sequence. 1. When outside air temperature is 75 °F or cooler allows for free cooling the mixed air dampers modulates to use outside air for free cooling. 2. The mixed air sensor acting through the DDC system controls the mixed air at a low limit of 55 °F unless over ridden by the CO2 or VOC sensors and then the low limit is 45 °F. 3. When required by the CO or VOC sensor, more outside air will be brought in and the existing heating water control valve will modulate to provide a discharge air temperature of 55 °F. Acts as a high limit and local limit 90 °F and 55 °F respectively. 4. When outside air is unable to meet the cooling load the new 3 -way modulating chilled water valve (see attached detail SK M501 -1) modulates to maintain the 55 °F discharge air temperature. C. The system shuts down should abnormal conditions occur. i.e. smoke detectors, freeze stat, building fire alarm. 3.08 EXISTING FAN STATIC PRESSURE CONTROL A. New static pressure sensors one on level two at the end of the new duct row and one in the crawl space at the end of the existing supply duct provides a signal to the DDC control. When the pressure rises to 1" wg the new control damper in the existing duct serving the south maintenance shop office shall modulate open. Provide control points for a future supply fan VFD. 3.09 EXISTING BUILDING STATIC PRESSURE CONTROLS A. The DDC System shall have spare points to control the future return /relief fan VFD and existing relief damper. III -7 Section 15910 Ductwork Accessories a) 2.03 Smoke Damper and 2.04 Combination Fire /Smoke Damper The actuators shall have electric operators rather than pneumatic. The electric operators shall be Honeywell or equivalent and be the type that does not require cycling. III -8 BYU Idaho Telecommunications standards a) Clarification: The verification form located at the end of the section shall be filled out, signed and returned to the owner by the successful bidder IV. CHANGES TO DRAWINGS: IV -1 G1003 — Staging Area Plan a) Change reference note #2 to read as follows, "Contractor provided 6' -0" tall chain link fence ". b) Change reference note #3 to read as follows, "Contractor provided 6' -0" tall lockable chain link entrance gate ". COOPER ROBERTS SIMONSEN ARCHITECTS • P,O. BOX 2421 • IDAHO FALLS, IDAHO 83403 -2421 (208) 524 -4621 • FAX (208) 523 -3681 ww\.1w,crsarchitects,com Cooper Roberts Simonsen Architects MI ...(,r, A;4; • ADDENDUM #003 P: \B02- 0051Text \07 - Bid & Construction'Addenda\Addendum 003.doc IV -2 S101 — a) Sheer wall locations are to be as shown on the attached "Second Floor Plan" drawing. b) Provide and install steel lintels to support the brick veneer at the three new window locations. Lintels to be sized in accordance to the attached "Steel Angle Lintels" schedule. IV -3 S501 — a) Detail 5 — (1) Add glass fiber reinforcement at each corner of each new opening as per the revision enclosed with this addendum (see detail 5/S501 attached herewith). IV -4 AD101 — Demolition Plan a) Salvage 300 square feet of the existing colored CMU for the Owner's use. The CMU will be stored in the basement of the Mark Austin Building. b) Reference the existing CMU walls in Copy /Break 216G. Enlarge the existing CMU door openings (two locations) as required so that the new CMU courses out with the existing CMU coursing. IV -5 AE101 — Floor Plans a) Add the following to the general notes: (1) Repair the existing roofing as required at all new and modified roof penetrations. Repairs to conform to EPDM Manufacturer's standard details and recommendations. (2) Clarification: all walls extend to the underside of the roof deck. IV -6 AE102 — Wall Framing Plan a) Add the following to the general notes: (1) The tops of all fire -rated walls (see sheet G1002) are to be fire - caulked in conformance with applicable UL Assembly. IV -7 AE501 — Details a) Detail Al — Window Sill (1) The window stool is to be stone. IV -8 AE503 — Casework and Other Details a) Detail C3 — Casework detail (1) Change the 4" dimension to 6 ". The Panduit T -70 raceway will be mounted to the back panel. Coordinate with detail 1/E503. b) Detail D1 — Top of Wall Detail (1) Replace detail Dl /AE503 with the attached detail D1 /AE503 (see drawing sheet AE503.1). IV -9 AE505 — Fire Rated Assembly Details a) Add the attached detail A3 /AE505 to the sheet (see the attached drawing AE505.1). IV -10 AE506 - Fire Rated Assembly Details a) Create a new sheet AE506 and add the attached detail A3 /AE506 to the sheet (see the attached drawing AE506.1). IV -11 AE601 — Schedules and Details a) Door Schedule (1) Change the fire - rating of door 216A to 45 minutes. IV -12 M -001 — Mechanical Equipment Schedules and Symbol Legend a) Delete the "R -2" return air grille from the Grille and Diffuser Schedule b) The heating water has a 40% glycol mixture, coil capacities for the VAVR boxes must be calculated with this glycol mixture. COOPER ROBERTS SIMONSEN ARCHITECTS • P.O. BOX 2421 IDAHO FALLS, IDAHO 83403 -2421 (208) 524 -4621 • FAX (208) 523-3681 • www.crsarcl itects.corn Cooper Roberts Simonsen Architects II 200C 1 m of if e YfKir • ADDENDUM #003 P: \B02- 005 \Text \07 - Bid & ConstructionWddenda\Addendum 003.doc IV -13 M -101 — Second Floor Mechanical Demolition Plan a) Cap the supply air ducts supplying air to the remodel space back at the fan discharge plenum at the beginning of the demolition phase to allow the existing fan system and the other areas of the building to remain operational. When modifications are made to the supply air plenum as required by contract documents keep down time to a minimum. Give owner notice of any shut down as called for in contract documents. IV -14 M -102 — Second Floor Mechanical Remodel Plan a) Add cooling to the existing Telecom Room 202A. Provide and install a VAV box (cooling only) size 6, with an 8" dia. duct run -out to the VAV box, a 10 "x10 " +1" AL. duct downstream of the box and a 10" dia. duct run -out to an (S -1) 10" dia. neck supply air diffuser. Provide and install an (R -1) 22 "x10" neck return air grille with sound boot. Provide a 12" X 18" RA opening in wall above ceiling as required. Provide and install all required controls. Balance to 250 cfm. b) Modify existing supply air plenum in fan room as required to allow proper connection of new SA ducts. Flare the SA ducts out at a 45 °F angle where the ducts connect to the SA plenum to provide the largest duct to plenum connection that space will allow. Keep fan down time to a minimum giving owner notice of any shut down. c) The copy /break room 216F and office 216G have traded places. Reference drawing AE 101. The duct sizing and balance CFM also need to trade places so that the office will have 170 cfm S.A., with a 10" x 6" +1" duct runout and the copy /break room will have 270 cfm S.A. with 12" x 6" +1" AL duct runout. Locate the sensor in the office. d) Provide a three way heating control valve for VAVR -202B. Reference supplemental drawing SK- M502 -4. IV -15 M -502 — Mechanical Details a) Add coil piping detail. See supplemental drawing SKM 502 -1. b) Add combination fire /smoke damper detail. See attached supplemental drawing SKM502 -2. c) Replace coil details 6/M502 and 7/M502 with attached supplemental drawings SK- M502 -3 and SK- M502 -4. IV -16 E -001 — Electrical Schedules & Symbol Legend a) Modify symbol legend to reflect that all strobes shall be a 95 candela minimum rated. IV -17 E -101 — Second Floor Electrical Demolition Plan a) There is an existing 100 amp computer power panel added to be removed and returned to the owner. Note that the feeder should be removed to the main switchgear in the basement mechanical room. The conduit shall remain, but shall be clearly marked at each end as spare. See the sketch attached. IV -18 E -102 — Second Floor Power Remodel Plan a) The locations of the Office 216G and the Copy /Break room 216F have been swapped. See the sketch attached. b) A note has been added indicating the location of panel E in the basement mechanical room. See the attached sketch. c) The receptacles is the campus BDF room shall be new and shall be connected to panel E. See the attached sketch. d) The drawings notes on this sheet shall apply to drawings E102 and /or E105. e) All existing power circuits in the existing mechanical room shall remain intact and functioning during the duration of the remodel as the fans feed the entire building. COOPER ROBERTS SIMONSEN ARCHITECTS • P.O, BOX 2421 • IDAHO FALLS, IDAHO 83403 -2421 (208) 524 -4621 • FAX (208) 523 -3681 • www.crsarchitec`s,cam Cooper Roberts Simonsen Architects R These will require temporary feeders to maintain them in full function while new panels are installed. These include, but are not necessarily limited to: Johnson controls equipment circuit, the existing fan circuits, lights, damper motors, etc. f) The special purpose receptacles shown in the Fab lab room 204A shown on drawing E105 shall be moved to the power remodel plan drawing E102. See the attached sketch. g) The lab furniture in rooms 206, and 204 will be owner furnished, contractor installed per detail 7/E503. The furniture will include power outlets to which the contractor shall connect power wiring. The furniture will include provisions for data and coax jacks in which the contractor shall provide and install devices, brackets, covers, conductors etc. Install raceways to power poles thence to source. h) The lab furniture in room 202 is future work. The contractor shall install power to j -boxes in the ceiling and coil voice /data and coax conductors in ceiling. IV -19 E -104 — Second Floor Special Systems Plan a) Add the relays and the control of four fire /smoke dampers in the hallway. These shall be configured to close the dampers upon an alarm. All strobe only units shall be changed to horn /strobe units as per Rexburg City Fire Marshall. See the attached sketch. IV -20 E -105 — Second Floor Data Remodel Plan a) The locations of the Office 216G and the Copy /Break room 216F have been swapped. See the sketch attached b) The special receptacles shown in the Fab lab room 204A shall be moved to the power remodel plan sheet E102. See the attached sketch c) The drawings notes on this sheet shall apply to drawings E102 and /or E105. d) All cat. 6 premis cabling shall be terminated in each respective BDF and connected to a patch panel. The contractor shall supply all patch panels. All copper telecommunication riser cables between BDF shall be terminated to patch panels capable of being patched to premis wiring patch panels. Copper telecommunication riser cables between campus BDF and the main BDF shall be attached to new 110 punch down blocks in the basement DBF. These shall be terminated to patch panels in the campus BDF. IV -21 E -601 — Fire Alarm Diagram a) The following note has been added. Connect to the existing zone for level 1 and basement to replace existing Gamewell Zans 400 panel. Typical of 6 zones including fire sprinkler flow and tamper switches. To be re- connected in wood shop. See plumbing drawings for locations. IV -22 E -602 — Electrical One -Line Diagram a) The demolition of the existing computer panel has been indicated. The removal and replacement of the conductors feeding all panels has been indicated. Note 1 was added to panel H. See the attached sketch. End of Addendum #003: Issued by: Jedd A. Walker, AIA Cooper Roberts Simonsen Architects ADDENDUM #003 P: \802- 005 \Text \07 - Bid & Construction \Addenda\Addendum 003.doc COOPER ROBERTS SIMONSEN ARCHITECTS • P.Q. BOX 2421 • IDAHO FALLS, IDAHO 83403 -2421 (208) 524 -4621 • FAX (208) 523 -3681 • www.c sarci itects,corn 7145 _Lb' e R 71, K III� r tug �� En MI NS@ _L5 FOR Q 10111111111 1 1!IIj .'ice . ir:+riltiLi L� RI•R AIL 2 SECOND FLOOR FLAN SCALE: [lib = I' -O" z TYP. LOCATIG EXTERIOR WA DETAIL 1/5501 GLASS FIBER REINF. BY MASTER BUILDERS OR EQUAL. EQUAL TO (2) #5 BARS, MATCH DEFLECTION GOMPA T ABILITY. (4 PLAG EACH AINDOW) PROVIDE 5 "x3- 1/2 "x5 /Ib" BRICK LINTEL p HEAD 1^IINDOIAI SEAR 6" E END. REPAIR VEN REQ'D. ROOF ELEVATION I /2 "I PLATE (2) 3/4" BOLTS EMBED 8" IN EPDXY AT BOND BEAM I (2) bx4x3 /8" ANSLES ALL 4 SIDES OF 7 1/2" PLATE 1411\11111", (2) 5/8" BOLTS EMBED 5" IN EPDXY. L _ A. • STEEL ANSLE LINTELS 4" WALL CLEAR OPENING ANGLE SIZE UP TO 5' -0" 3 I /2 "x 3 I /2 1l x 1 /4" 5' -0" TO `7' -O" 3 I /2 3 x 3 I /2 "x 5 /Ib" V -O" TO G' -0" 4 "x 3 1 /2 "x 5/16" cl' -0" TO 10'_0" 5 "x 3 I /2 "x 5 /Ib" 1O' -O" TO 12' -0" 6 "x 4 "x 3/S" BEARING = I' PER FOOT OF OPENING. MINIMUM =b' LINTELS OVER 12' -0' SPAN TO EE GIVEN INOIV1UAL ANALY515. SCALE: 1 1/2" = II -0" Cooper /Roberts Architects 700 NORTH 200 WEST SALT LAKE CITY, UTAH 84103 (801) 355-5915 FAX (801) 355 -9885 www.crarchitects.com MARK AUSTING ENG. & TECH. BUILDING SECOND LEVEL REMODEL PROJECT NO: B02 -005 I DATE: 04/19/2002 CAD DWG FILE: Addendum.003.AE503.1.dwg DRAWN BY: JAW CHECKED BY: JAW ADDENDUM #003 AE503. ■ DETAIL D1 /AE503 TOP OF WALL DETAIL EXISTING 4" RIGID INSULATION EXISTING METAL EDGE OF GYPSUM PANEL T cn . !! =� 4� =� —�A,,___ �� -� -� �` ; —� 00,— ` - EXISTING 2" GYPSUM PANEL NO GYPSUM OR PLYWOOD FASTEN" METAL STRAP AT 24" O.G. IN THIS AREA. TYP. ' BOTH SIDES. FIRESTOP MATERIAL; (FIRE RATED WALLS) SEE FIRE -RATED ASSEMBLY DETAILS SLIP TRACK FASTENED ' GYPSUM EDGES PAN ONLY. TOP TRACK :: BATT INSULATION GYPSUM BOARD, TYP. '' METAL WALL FRAMING TRUSS BEYOND SLIP TRACK FASTENED TO METAL EDGES OF GYPSUM PANELS ONLY; FRAMING SHALL NOT BE FASTENED TO THE GYPSUM. MALL DETA IL 1D1 1- 1/2'r =P -0" AE5O3 -DI -08 SCALE: 1 1/2" = II -0" Cooper /Roberts Architects 700 NORTH 200 WEST SALT LAKE CITY, UTAH 84103 (801) 355-5915 FAX (801) 355 -9885 www.crarchitects.com MARK AUSTING ENG. & TECH. BUILDING SECOND LEVEL REMODEL PROJECT NO: B02 -005 I DATE: 04/19/2002 CAD DWG FILE: Addendum.003.AE503.1.dwg DRAWN BY: JAW CHECKED BY: JAW ADDENDUM #003 AE503. ■ DETAIL D1 /AE503 TOP OF WALL DETAIL n 0 0 G) r m D (D a c 3 O O W D m Cl O cn b. to m > n D O � Z r (I) m-� m Z 1G) m m Z C) 0 Q° i-m 0 w F C Z C) --- -Fire Resistance e Ratings — ANSI /UL 263 Guide Information Design No. N743 November 19, 1990 Restrained Beom Rating 1 Hr Unrestrained Beam Rating 1 Hr z -1i2 �.1 , FOR TI KAB. 8Z5 ITBMH 1 1. Steel Joist or Joist Girder Composite or noncomposite, Welded or bolted to end supports. Composite joists designed per SJI specifications for max design stress of 30 ksi. Max design stress for noncomposite joists is 22 ksi. Top chords shall consist of two steel angles With a min total area of 0.86 sq in. Bottom chords shall consist of either tWo steel angles or two round steel bars with a min total area of 0.645 sq in. Min area for the two end diagonal Web members shall be 0.322 sq in. Min area for other Web members shall be 0.277 sq in. Steel filler pieces of proper size, 1 to 2 in. long Welded to and betWeen top chord angles at midpoint between top chord panel points. Bridging per SJI specifications is required When noncomposite joists are used. The thickness of Spray— Applied Fire Resistive Materials (Item 6) on these joists or joist girders (and bridging bars or angles) shall be a min of 1 -1/2 in. 1A. Steel Joist or Joist Girder (Not shown) -- As an alternate to Item 1, composite or noncomposite steel joist or joist girder, uncoated or provided With a shop coat of paint, Welded or bolted to end supports. Designed per SJI specifications for a max design stress of 30 ksi. Top and bottom chords shall consist of tWo angles With a min total area of 0.96 and 0.77 sq in., respectively. Web members shall be either round bars or angles. Min area for the end diagonal Web members shall be 0.444 sq in. Min area for the first six interior diagonal web members shall be 0.406 sq in. All other interior Web members shall have a min area of 0.196 sq in. Steel filler pieces of proper size, 1 to 2 in. long, Welded to and betWeen top chord angles at midpoint between all top chord panel points. Bridging per SJI specifications is required When noncomposite joists are used. The thickness of Spray — Applied Fire Resistive Materials (Item 6) on these joists or joist girders (and bridging bars or angles) shall be a min of 1 -1/8 in. 2. Normal — Weight or Lightweight Concrete Min compressive strength of 3000 psi. For normal Weight concrete either carbonate or siliceous aggregate may be used. Unit Weight 145 plus or minus 3 pcf. For lightweight concrete, unit Weight may range from 104 to 120 pcf. 3. Shear Connector (Optional) -- Studs, min 1/2 in. diem, headed type or equivalent per A.I.S.C. specifications. Welded to top flange of joist through steel floor units. Stud Welding as recommended by the stud manufacturer should be followed. 4. Welded Wire Fabric Min 6 x 6 —W1.4 x W1.4. 5. Steel Floor and Form Units 1 -1/2 to 3 in. deep fluted or cellular units, Welded to joists. 6. Spray — Applied Fire Resistive Materials* Prepared by mixing With water and spray — applied in one or more coats to joist surfaces Which must be clean and free of dirt, loose scale and oil. When fluted steel floor units are used, crest areas shall be filled With Spray — Applied Fire Resistive Materials above the joist. Thickness of protection on bridging bars or angles same as on joist chords or Webs. Min avg density of 17.5 pcf With min ind value of 17.0 pcf. See Items 1 and 1A for appropriate thicknesses. For method of density determination, See Design Information Section, Sprayed Material. ISOLATEK INTERNATIONAL -- Type 280. 7. Glass Fiber Mesh Optional, (Not ShoWn) -- Square mesh 3/32 to 3/16 in. fiberglass scrim fabric, Weighing approx 1.9 to 2.5 oz /sq yd shall be attached to one side of each joist Web member. The method of attaching the mesh must be sufficient to hold the mesh and spray — applied Spray — Applied Fire Resistive Materials in place during application of the material and until it has cured. An acceptable method to attach the mesh is by embedding it in min 1/4 in. long beads of hot melted glue. The beads of glue shall be spaced min 12 in. O.C. along the top chord of the bar joists. *Bearing the UL Classification Marking 1 FeasroP smrlls Itcrodmad by tin to Courtesy of w. • NO SCALE Sl stem No. NW- D-0084 Assembly Ratings - I and 2 Nr (See Items 2 and 3) Nominal Joint Width - 3/4 In. Class II Movement Capabilities - 33% Compression or Extension L Flow Aeseeby The fM-ratd fluted steel hour unit/can:roe aeeesby Moor assembly shall be carotnwtd of the materials ad h the warm detained h the kdwAd Moor - Gelling Deslgh h the We Resistor* DFeatary ad shall include the foliating corotntctbn features. A. Steel Floor aid For Ws• fax 3 It deep goly. steel fluted floor vets. 13. Commie rite 2 -1/2 It thick rehforcd concrete, as meowed from the top plane of the floor units. G. •pplied fl+e Raba* Mails (Optlotd, Not Sloan - Prior to the Mialtatlen of the ceding rimer aid Fdl, Vold or Cavity Materials (Item 31, to steel floor Wiz mad be waled with a Nth 5/16 It thickness to a mm II/16 It tackles of fit resistive material. HR GRACE * CO - COrtk COl84TRIGTION MCNC S DIV - Type rK -ehrr 23.411 Assetbr The I or 2 M theMOtd gpmeboad /steel stud wall assembly Yell be constructed of materials and h the manor spooked h the (dlvibtal U400 Series Wall or Patklen Design h the UL FM Resbtahce DFectay ad shall hclade the following canshhtctlai featrea A. Steel Floor ad Gag amen Floor ad oeehg rimes of wall msoeby shall carobs of oh tic. 8 lv steel *tarots sized to accamsodate steel studs (Item 28). C•dFq ear n to be p provided Oh 2 h flanges. Csdkg rimer catered at valley of steel floor min (Item W *ramp M reebtive material aid seared with steel fasteners or welds spaced 12 It 00. Al. Lk)! Sags Ptanhe9btted C4114 Rear As at alternate to the cedkg rumor It Item 2d slotted ceding roster to armlet of goly steel choral el with slotted (ages sized to accomodate steel studs (Mem 2131. Slotted ceiling rimer belched parallel to drectbn of fluid steel floor nab and seared to valleys wwtfh steel fasteroro 'paced am 24 h OC. SLPFRACK 91111319 INC - -- SLP -TRK WALL TO ROOT CONNECTION AE506- A3-OID1.G SECTION A -A A2 . Ugh* Sage Fra kgs- Verfla l Wealth CNN Rimer As an alternate to the celhg nesters h limes 2d aid 2AI,vertical deflection cedhg never to cambt of gale steel rharol with slotted vertical de lectiore clip* m%tlalicdy fastened within rumor . Slotted Cps provided w ith step buehhgs, for pemaent fastenng of steel studs. Flanges elzed to acanendate steel studs (Item 2131, Vertical deflection ceiFg Homer Metalled parallel to *Mahn of fluted steel floor mks ad seared to valleys with steel fastaere spaced was 24 It OC . TIE 9TH WET140RC MC — VertlTrak VTD250, VTD356, V02400, V112600 ad VT0600 B. Sleds Steel studs to be min 2-1/2 It wide. Studs at V2 to 3/4 It lees h length then 0oeeeby help with bottom moth h and restrg an floor rand' aid with top rostbg h coking rumor without attenuant. Wen slotted celhg rimer (Item 2A1) Is used, steel studs seared to slotted oell g newer with Na S by 1/2 It long wafer hood steel scram at mldmkjht of slot an each side of wall. Stud apocrg tat to srteed It OC. Wen vertical deflection ceiling nester (Item 2A21 Is used steel studs seared to slated vertical deflection clips, lrou jh the btehkgs, with steel screws at niche of each slot. Stud epachg not to esceed 24 It OC . C. Spam kialboad' 6cp -sboa d hetated to a melt total thkkheee 5/8 or 11/4 It at each side of wall, for I or 2 Fr ill resbte ce rated walls, reepecteelIyµ., Wall to be constructed as yachted It the hdtvidal U400 Se les Deeisn h the IL fie Reebtatce Directory, escapt that a mat 3/4 It gait shall be mahtahed between the top of apetsiboa-d ad bottom of steel floor mks. The same atocdg the mews toad to the s at the top of the fist layer shall be located 4 It from the steel flow unit valleys. The saw.* anaNp the second lap. to the steel studs shall be Fetched too the slums 3-1/2 It below the vat d the steel floor vets. IN of old r dap d on o of 3. Flt, void or floor and cog Want VIDE etFatd atlon IN bottom Fop of i dl is 3/4 lot. The )vied system Is designed to aaetmadab o mac 33 pereent camprosian or samba from is kotall d *idle. Fel entrial Waled at each side of wall between the top of Ii19 cad ad the bottom of the concrete fear. rich 5/8 It thmese plus a V4 It aeon for 1 it Re rated system. rih W4 It thickness Mtaed flush with striae of wall r Mal for 2 lip fit ratrated system. NLT COISTMOTION GeICALS, DIV OF NLT INC - CP609 5a•to•erlc liestop SeaWt `N>SSIF /Fo 'S erkg the IL esk Mot ot - UL DESIGN H04-D-084 C US Cooper /Roberts Architects 700 NORTH 200 WEST SALT LAKE CITY, UTAH 84103 (801) 355 -5915 FAX (801) 355 -9885 www.crarchitects.com MARK AUSTING ENG. & TECH. BUILDING SECOND LEVEL REMODEL PROJECT NO: B02 -005 DATE: 04/19/2002 CAD DWG FILE: Addendum.003.AE506.1.dwg DRAWN BY: JAW CHECKED BY: JAW ADDENDUM ROOF WALL TO R AE506.1 OO FIRE PROTECTION DETAIL in In 6' -O" Cooper /Roberts Architects 700 NORTH 200 WEST SALT LAKE CITY, UTAH 84103 (801) 355 -5915 FAX (801) 355 -9885 www.crarchitects.com 1/8 " =P -0" " THREE THUS 12' -6" 3' -0" 3 3' -0" / / / 3' -0" 3 3 3 3 5_0" TWO THUS EXISTING STRUCTURAL COLUMN. TYP. WRAP WITH NEW BREAK METAL. ONE THUS 32' -0" ONE THUS BID ALTERNATE NO. A MARK AUSTING ENG. & TECH. BUILDING SECOND LEVEL REMODEL PROJECT NO: B02 -005 I DATE: 04/19/2002 CAD DWG FILE: Addendum.003.AE506.2.dwg DRAWN BY: JAW AE506 - 03 - 96 CHECKED BY: JAW D ETAIL C 3 / A E506 #003 DETAIL AE506.2 ETAIL C/E5 BID ALTERNATE NO. A 3' -0" 3 1_ 0 11 , 11 3 1_ 0 11 , 0 3 1_ 0 11 , 11 3 1_ 0 11 , 11 3 1_ 0 11 , 11 3 1_ 0 11 , 11 3 1_ 0 11 in In 6' -O" Cooper /Roberts Architects 700 NORTH 200 WEST SALT LAKE CITY, UTAH 84103 (801) 355 -5915 FAX (801) 355 -9885 www.crarchitects.com 1/8 " =P -0" " THREE THUS 12' -6" 3' -0" 3 3' -0" / / / 3' -0" 3 3 3 3 5_0" TWO THUS EXISTING STRUCTURAL COLUMN. TYP. WRAP WITH NEW BREAK METAL. ONE THUS 32' -0" ONE THUS BID ALTERNATE NO. A MARK AUSTING ENG. & TECH. BUILDING SECOND LEVEL REMODEL PROJECT NO: B02 -005 I DATE: 04/19/2002 CAD DWG FILE: Addendum.003.AE506.2.dwg DRAWN BY: JAW AE506 - 03 - 96 CHECKED BY: JAW D ETAIL C 3 / A E506 #003 DETAIL AE506.2 ETAIL C/E5 BID ALTERNATE NO. A APR -22 -2002 MON 10:41 AM HEATH ENGINEERING PROVIDE AND INSTALL NEW CONTROL VALVE, TEST PLUGS BALANCE VALVE, SHUT OFF VALVES, UNIONS, TEMPERARURE SENSOR ETC. IN EXISTING COOLING COIL PIPING AS SHOWN. + SCALE: NONE • HEATH Engineering Company Mechanical /Electrical Consultants 30 kW NM4 Sal tale %Val, kW Tel 189 MOW Fax (809 01b0190 H- H EXISTING COOLING COIL FAX NO. 8013220490 • (E) 4" CHINS t://1 PROJECT AUSTIN REMODEL BY NAD DATE APRIL 17, 2002 FILE. 3564 — SKM - 502 - 1.OWG 0-50 P, 02 REVISION 4/11/02 DRAWING # SK- M502 -1 C 0 n.- CD CT) CNJ 0 m _ Q 00 c5 Q Lr- CNJ N CC 0 I- 0 w 0 0 W 0 0 m _ � F < W L_ O MINIMUM MAXIMUM CLEARANCE AS REQUIRED BY MANUFACTURER CD SCALE: NONE 1 c FIREINALL O ww DAMPER ACTUATOR W RETURN OR SUPPLY AIR DUCT. SEE PLANS FOR SIZES - N c • o I I z 0 PROVIDE ACCESS DOOR TO w o FIRE DAMPER LINKAGE AND SMOKE DAMPER ACTUATOR Q • - LARGE ENOUGH TO SERVICE • AND RESET DAMPER. 12"x12" • MINIMUM C] � • 11.J FIRE/SMOKE DAMPER (F.S.D.) DETAIL 16 GA. MIN. OR AS REQUIRED BY MANUFACTURER. ALL AROUND SLEEVE GAUGE AS REQUIRED BY MANUFACTURER FIRE /SMOKE DAMPER. LOCATE IN WALL AS REQUIRED BY MANUFACTURER RETURN OR SUPPLY AIR DUCT SLIP CONNECTION (TYP.) VERIFY REQUIRED SLEEVE LENGTH PRIOR TO ORDERING REVISION 4/I 7/02 0 W W C-, W • SUPPLY TO BE CONNECTED TO AIR LEAVING SIDE OF COIL I �I STRAINER UNION (TYP.) P T PLUG (TYP.) ( I T I MANUAL AIR VENT, PROVIDE 3 4" BALL VALVE FOR VENT ON EACH HEADER. // /. /'`� /// / / /i Io iuH SHUT OFF BALL VALVE (TYP.) Anil HWS REDUCER AS REQUIRED RETURN WATER TO BE CONNECTED TO AIR ENTERING SIDE OF COIL. AIR FLOW W . 2 -WAY HEATING COIL PIPING SCHEMATIC PROVIDE 3 4" DRAIN BALL VALVE ON EACH HEADER TWO WAY MODULATING GO NTROL VALVE o filwq HWR FLOWSET ACCUSE I I LR VALVE W/ MEMORY STOP + INDICATOR, VENTURI WITH SCHRADER VALVES (REFRIGERATION FLARE CONN. WILL NOT BE ACCEPTED.) SELECT VENTURI FOR 20" TO 50" W.G. AP AT RATED FLOW. (TYPICAL) PROVIDE UNIONS ON ALL PIPING CONNECTIONS AT COILS TO ALLOW FOR EASY MAINTENANCE AND COIL SCALE: NONE VAVR COILS -50 REVISION 4/I G /O2 z a w U. m >- U • SCALE: NONE STRAI NER P T PLUG (TYP) 16 n MANUAL AIR VENT, PROVIDE 3 4" BALL VALVE FOR VENT ON EACH HEADER. / / / / // ii/ j / / / / / 7, / ; ; , / , / , i / /; / /// SUPPLY TO BE CONNECTED TO AIR LEAVING SIDE OF COIL D 4 161 -. HWS UNION (TYP) ' %,' ' — RETURN WATER TO BE CONNECTED � TO AIR ENTERING SIDE OF COIL. AIR FLOW THREE WAY MODULATING CONTROL VALVE PROVIDE 3 4" DRAIN BALL VALVE ON EACH HEADER 3 -WAY HEATING COIL PIPING SCHEMATIC HW SHUT OFF VALVE (TYPICAL) L FLOWSET AGGUSETTER VALVE W/ MEMORY STOP + INDICATOR, VENTURI WITH SCHRADER VALVES (REFRIGERATION FLARE GONN. WILL NOT BE ACCEPTED.) SELECT VENTURI FOR 20" TO 50" W.G. AP AT RATED FLOW. (TYPICAL) REDUCER AS REQUIRED SHUT OFF VALVE PROVIDE UNIONS ON ALL PIPING CONNECTIONS AT COILS TO ALLOW FOR EASY MAINTENANCE AND COIL REMOVAL. V AVR GOI LS REVISION 4/1 U w O cc a z w J LL w m U ELECTRICAL SYMBOL LEGEND SYMBOL I DESCRIPTION I O SI,RFACE LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE 0 EXIT LIGHT T -$ LIGHTING FIXTURE TYPE - SEE SCHEDULE $ SINGLE POLEm 15NUTG4 � CASE Lb TER ADJACENT KEYS SWITCH TO $3 TREE -WAY WALL SWITCH. +4' -0" $ FOUR -WAY WALL SWITCH. +4' -O" i GANG - MOUNTED WALL SWITCHES. +4' -0" $T THERMAL OVERLOAD SWITCH - I POLE 1.0 DUPLEX RECEPTACLE OUTLET. +I`-6" () RECEPTACLE ABOVE CEILING FOR PROJECTOR, WIRELESS LAN, ETC. (L) RECEPTACLE FLUSH IN CEILING. FLUSH POKE THROUGH LOCATED BENEATH TABLE WITH 2 IVORY DATA JACKS AND 3-4 PAIR CAT. 6 CABLES TO NEW CAMPUS BOF IN 114' TO CABLE TRAY. ALSO W/ 2 BLUE DATA CABLES TO STUDENT DOF. Ifl OD POWER AND DATA FOR PODIUM WITH 2 IVORY DATA JACKS AND 2-4 PAIR CAT. b CABLES TO NEW CAMPUS BDF IN II4'C TO CABLE WAY. SEE PODIUM DETAIL. ALSO IA// 2 BLUE DATA CABLSEE/p TO STUDENT SDP. w 5 3� y pL� Rq PATCH A PANEL I- ALSO SI B DATA AND I-4 P CA . 6 PLENUM RAT CABL TO STUDENT BDF. b DATA, LOCATION 4- 11/16" SQUARE BOX W/ SINGLE GANG PLASTER RING I'C TO CABLE TRAY I -IVORY DATA JACK NV 1-4 PAIR CAT. 6 PLENUM RATED CABLE TO CAMPUS BDF AND I -BLUE BATA JACK 1 / 1-4 PAIR CAT. 6 PLENUM RATED CABLE TO STUDENT BDF. M DATA, LOCATION 4- 11/16' SQUARE BOX W/ TYRO GANG PLASTER RING I G TO CABLE TRAY, 2 -IVORY DATA JACKS W/ 2-4 PAIR CAT. 6 PLENUM RATED CABLE TO CAMFUS BOP AND 2-BLUE DATA JACKS W/ 2 -4 PAIR GAT. 6 PLENUM RATED CABLE TO STUDENT BDF. al CABLE CABLE E TRRAY LOCATION AT 4MI 4 L III DATA K IW 1-4 PAIR CAT. PLASTER 6 PLENIJM RA CABLE TO CAMPUS BDF. 3 -4 PAIR CAT. 6 CABLES COILED IN CEILING FOR FUTURE USE. LEAVE ENOUGH SLACK TO REACH ANY WALL AND THENCE TO FLOOR. FEED FROM CAMPUS BOF. p FUTURE WIRELESS LAN. LOCATION ABOVE CEILING. 3-4 PAIR CAT. 6 GABLES WITH 3 DATA JACKS +BOX SUPPORTED TO STRUCTURE. PLACE POWER RECEPTACLE ADJACENT. FEED FROM NEVI CAMPUS BDF. Q COAX F CONNECTOR FOR ANTENNA SYSTEM. RUN 3/4 "C TO GABLE TRAY Tt1R4 R66 - PLENUM RATED COAX GABLE TO SPLUTTER IN GABLE TRAY. RUN I - RG58U PLENUM RATED CABLE BELDON * 82240 TO 3rd FLOOR J - BOX LEAVE 4' SLACK LEAVE 24 SLACK BENG4 THROUGH C TED OPENING. Q JUNCTION BOX. I LIGHTING PANEL SHOWING FRONT FACE DOOR. +64" TO TOP. SEE SCHEDULE. I I 5 I LIIDIPONER: OR DISTRIBUTION PANEL. SEE SCHEDULE 4 0 MOTOR OUTLET INDICATING APPROXIMATE HORSEPOWER. WIRE STYLE CABLE TRAY. SEE DRAWINGS FOR SIZES. CONDUIT O UN CO WI SPEC LED ABOVE CEILING OR IN WALLS. 3/4' III I CONDUIT RIJN CONCEALED N IN OR UNDER FLOOR, OR UNDERGROUND. III 1 HOME RULI TO PANEL - INDICATING 2 $12, 3/4" CONDUIT OR AS --.- •► H HOME RUN TO AS PANEL - INDICATING NUMBER OF CONDUCTORS - $12 AX-1 -3-5 HOME RUN TO PANEL SHOWING BRANCH CIRCUIT N.MBERS. THIS CONTROL R IS FURNISHED T DWITH EQUIPMENT UNDER OTHER SECTIONS. 0 , THIS NOTATION ADJACENT TO ANY EQUIPMENT DENOTES EXISTING To' 1A 1N w- ,- - ---., Ell FIRE ALARM HORN STROBE - 95 CANDELA MINIMUM> VF- ^..^. I A7HER PROOF FIRE ALARM Ll l — ' v J — .,.___- ..... _ FIRE ALARM STRNE ONLY - 95 CANDELA MINIMUM 1f AM RILL STATIONi ✓ APR - 22 - 2002 MON 10:42 AM HEATH ENGINEERING FAX NO 8013220490 P. 04 z LT H EATH Engineering Company Mechanical/Electrical Consultants 37I West 800 Nat Sall lake R,, lIa 84107 Tet 1800 322-048r Fax 0809 322-0490 REVISION 4/I 7/02 PROJECT AUSTIN REMODEL DRAWING # BY GWM DATE APRIL 17, 2002 FILE- 3564 —SKE- 001 -1.DWG SK- E001 -1 APR -22 - 2002 MON 10:43 AM HEATH ENGINEERING 4 r fli A 14 or dr #W7 rrye 4 7 r z .. A w / (E)WIRE MOLD 0 / T -IA T -IA (E) COMPUTER PANEL TO BE REMOVED J r -'A T -IA T -IA T -IA T -IA T -IA T -IA • A QI % I i 1- ra ' d*� / )WIRE OLD / DATA 5 0 FE i (E)WIREMOLD W/ DATA HEAT Engineering Company Mechanical/Electrical Consultants 0Tr Weil 200 North Sal rob COy. Ulah 34103 let ON 622.0481 Far 1200 0224400 L PROJECT FAX NO. 8013220490 I. T -IA T -IA O 9- r_ (E)PANEL "F' . N _ SECOND FLOOR ELECTRICAL DEMOLITION PLAN SCALE: I/8 "= I' -0" 10 5 0 10 20 AUSTIN REMODEL BY GWM DATE APRIL 17, 2002 FILE. 3564 —SKE- 101 -1.DWG (E)LIFT WARNING LIGHT TO REMAIN P. 07 T -IA REVISION 4/11/02 DRAWING # SK- E101 -1 0 =.. 0 J-5,1 OFF‹-E [ 2I6E OFFICE 1--- F2I OFFICE 151651 OFFICE [_21667 iL J OFFICE F2 11111 IT 'III i A RECEFTION F316 r.:. 0 COPY/BRE 2166 13,1511 OFFICE [ 2I6A -U.G FRIDGE J-I,3 411 , FICE 2161-1 ipeo, +48" Su J-L! +3 P GI-I r J-14 Ila ial• I 26 0 0 APR-22-2002 MON 10:44 AM HEATH ENGINEERING UP SECOND FLOOR POWER REMODEL PLAN SCALE: IV= I '-0" 10 5 0 HEATH Engineering Company MecharicaVElectrical Consultants West 800 keh Sat Lake Ut at 84103 Tat la 1224181 Fax ON 3210493 10 PROJECT 20 FAX NO. 8013220490 J-32,34,36 AUSTIN REMODEL NEIN PANEL "H" NEIN PANEL"J" 201i BY GWM DATE APRIL 17, 2002 FILE. 3564—SKE-102-1.DWG P. 08 REVISION 4/1 DRAWING # SK-E102-1 OFFICE J-16 APR -22 -2002 MON 10:44 AM HEATH ENGINEERING NEW PANEL "61" NEW PANEL "6" LVTP F -I5 61 -30 61 -17___ 61 -32 NEW „ 6 -22,24 „ PANEL F F -32,34 E -13) STUDENT BDF J -25 NEV' FACP EWC E -II - -6I 31 61 -26 36” 36" F -28,30 F -33,35 10 CAMPUS BDF ELEG TRONIC S LAS [ I -26,28 SECOND FLOOR POWER REMODEL PLAN SCALE: I/8 "= I I -0" 10 5 0 10 20 30 PANEL LOCATED IN BASEMENT MECH. RM. HEATH Engineering Company Mechanical /Electrical Constants 371 Wed 200 UorTh Saq lake CO, Utah 84111 Tel 1800 722-0487 he 1800 3114190 PROJECT E I5T CHAIR LIFT „ 61 -35 FAX NO 8013220490 E -14,1 EXISTING TELEGOMM 02 A j AUSTIN REMODEL By GWM DATE APRIL 17, 2002 FILE. 3564 —SKE- 102 -2.DWG 61 -I8 P. 09 N REVISION 4/I7/02 DRAWING # SK- E102 -2 (E)JG GON1 APR -22 -2002 MON 10:45 AM HEATH ENGINEERING FAX NO, 8013220490 P, 10 z 6 OFFICE r216E COPY/BREAK 1 F .._, UP S OFF ICE REGE PT ION 2i6 i OFF IGE 216 61 -24 HEATH Engineering Company Mechanical/Electrical Consultants 3ri'Nesi 8L9 Not Sall We City, Utah 64103 Tel MI 322-04a1 312-0490 DI OFFICE 216HJ CONFIGURE RELAY TO CLOSE FIRE SMOKE DAMPERS (F5D) UPON ALARM. 1 201 61 -24 H HI 52 r_ F5D 61 -24 COM °UT °_R _AB/ GI_A55ROOM 22 � I SECOND FLOOR SPECIAL SYSTEMS PLAN SCALE: I/8 "=1' -O" 10 5 O 10 20 OFFICE r ?1 I " -2 -16 DI, I SPARE TSP, HI, H2, 51, 52, 53, 54 R, 2 SPARE #14 TO FACP �N� REVISION 4/I7 PROJECT AUSTIN REMODEL DRAWING # BY GWM DATE APRIL 17, 2002 FILE 3564 —SKE- 104 -1.DWG SK- E104 -1 C— APR-22-2002 MON 10:45 AM HEATH ENGINEERING HI 52 COMPUTER LAB L 201 F.A. PRINTER ON SHELF SCALE: 1/8"=1I-0" HEATH Engineering Company MechanicaVElecirical Consultants 37/ Wes1 800 North Sall lake C8y,lbah 84813 Tat taw 322-0187 Fax 3224193 DI F5D 61-24 HI CONFIGURE RELAY TO CLOSE FIRE SMOKE DAMPERS (F5O) UPON ALARM. 10 5 C) 10 20 FAX NO, 8013220490 II/4"G IN PRINTER GABLE CN DI PROJECT AUS11N REMODEL [L. E-11 SECOND FLOOR SPECIAL SYSTEMS PLAN BY GWM DATE APRIL 17, 2002 FILE: 3564—SKE-104-2.DWG 3/40 TO JOHNSON METASYS SYSTEM METASYS COMM. GABLE. P. 11 51 EXISTING TELEG-01 r5o:IisT] REVISION 4/11/02 DRAWING # SK-E104-2 9)1 APR -22 -2002 MON 10:46 AM HEATH ENGINEERING FAX NO 8013220490 P. 12 0 0 0 0 0 COPYi6RE 2476 0000 -f _ 1E= .1E. OF a 1 SCALE: I /S"= I' -O" OFF -IGE IE'D] • OFF ICF 2_6 J OF= ICE 2 ISF I HEATH Engineering Company Mechanical /Electrical Consultants V Wed 800 NA Salt Lake Ciy, Utah 84103 Tel 1,401 32243481 Fax 1809 322-0194 REGEEPTIO L_ 11 1 GP orFiOF 21hA ft 10 5 0 10 20 NEW PANEL NEW PANEL "J SECOND FLOOR DATA REMODEL PLAN J REVISION 4/11/02 PROJECT AUSTIN REMODEL DRAWING # BY GWM DATE APRIL 17, 2002 FILE. 3564 —SKE- 105 -1.DWG SK- E105 -1 APR -22 -2002 MON 10:46 AM HEATH ENGINEERING • • UNISTRUT P1000 CHANNEL CONDUIT LOCK WASHER, TYPICAL FENDER WASHER TYPICAL UNISTRUT CONDUI CLAMP, TYPICAL I CONDUIT SUPPORT DETAIL SCALE: NONE HEATH Engineering Company MechanicaVElectrical Consultants 377 WO 800 NOM Sat lake o r Lash 84103 tel 1800 322-0487 fax l O) 3220480 PROJECT FAX NO 8013220490 • % ALL THREAD AUS11N REMODEL BY GWM DATE APRIL 17, 2002 FILE 3564 —SKE- 502 -1.DWG %2" ALL THREAD P. 13 USE 6200 OR / 52001) SQUARE) WASHERS REVISION 4/11/02 DRAWING # SK- E502 -1 00 000 000000000 1 2 3 • 5 6 7 1 9 1011 12131415 0I 02 0 3 5 +4 000 i 0 AC POWER 0 DC POWER 0 BATTERY FAULT NEW FIRE ALARM CONTROL PANEL LOCATED ON LEVEL 1 PS POWER SUPPLY LPN XFMR TRANSFORMER PB 04 PANEL BUSS ADAPT AC AC POWER T9-22 TB -1 1 0071 I WE AUTO W OPT AUTO ON 1 _\ ANALOG LOW BU AIRING SMALL BE 2 K14 TWISTED PAIR TYPICAL Cr 41L ANA-CO LCCPS DL LOW 002 /DAlTPER/DOOR HOLDER RELAY CKT. RCMI 2 BRA'S LOOPED TO PSU 181 -1 ONLY /C SCALE: NONE TEL VIOL REO MONITORING BLACK MODULE .MM -z ROLL DOAN rIRE DOOR COYTRE,L RELAY TYPICAL OT ELEVATOR CAPTU rIRE DOORS NYC PANELS - -CONNECT TO I' \ ZONE FOR LEVEL I AND 1 - BASEMEN( TO REPLACE EXISTING GAMDELL ZANS 1 400, TYPICAL OF b ZONES -) INCLUDING FIRE SPRINKLER FLOW AND TAMPER SWITCHES TO BE REGOtAIECTED IN A ■ WOOD SHOP. SEE PLUMBING / \ l DRAWINGS FOR LOCATION. M c N/D C - ARB - C AUx RELAY BOARD I I 20VAC 10 AMPS 20VAC DOOR F°L[ER SMOKE DETECTOR ASO -I /ADB -F CO `O KC 6 • 5 RELAY ADM SMOKE DETECTOR ASD -I /ADB -r A48{ Aux RELAY BOARD N/C 6/S C • — ELEVATOR FIRE ALARM DIAGRAM I' TO PA WRMALLY CREN CONTACT DEVICE TYPICAL ER PULL STATIONS LOW SWITCHES /✓DER SWITCHES KITCHEN HOOD 4.7K EEIL IH TEL VIDE - MEN MONITORING - BLACK MODULE ANN -2 -5 HEAT BE TEC TOR ATO /ADB - F DUCT DETECTOR 04500 7 8 to 12 DCC DETECTOR 01500 5 7 8 10 12 0R9 Aux RELAY BOARD N/C N/D C • TO FAN SHUTDOWN TO FAN 1 uTDOWN DUCT DETECTOR AUX. ROWER To rON SHUTDOWN HORN / STROBE POWER SUPPLY FUT GRDURD ICUTRAL �PV0. T MUTT SOME Y CIRCUIT SI 6110.111 52 WT?, otiE: =sE= 00C,00000000000000 HORN / STROBE POWER SUPPLY (ROUND ; EUTRAL ROME STROBE T CIRCUIT SS FUT mnND NEUTRAL ddIA HORN / STROBE POWER SUPPLY 2U„ Y CIRCUIT S9 STRODE CIRCUIT 16 BATT REVISION 4/1 7/02 HE PE 2.1 00c HE PE o 00< H [ P 1 CPC REK 4 0041 _z 0 W ° w a Engineering Company liechanicaVElectrical Consultants West ECO Norte Sall take OW, Utah 8403 id (801) 322-0481 Far (S.Ott 322.0493 APRIL 17, 2002 AUSTIN REMODEL FAX NO. 8013220490 AM HEATH ENGINEERING APR-22-2002 MON i s >o ho K DU KETBWRD DISPLA 1MT NELSON FIRE SYSTEMS /URN& CONDITION 46 T 27, 1994 315 PR ALARM O SUPERVISORY 0 MIEN nmu1LE 0 SYSTEM O 110. 040E 1 2 O 5 00 7 8 0 ❑ A ❑ ❑ 6ENN RESET SILENCE ACK. ❑ PREV. K7T a T ALU ANALOG LOOP DINT Q TROUBLE ANALOG 1 O o I o LOW AI 20 SAL WT - 3 0 40 O 50 TOWBIE ANALOG 6 D 1 P ' / 0 c) 0 0 0 o 00 ADDRESS WOUAL OFF 0 ALU AN•DG LOOP UONT Q I TROUBLE 00106 00 6 t 1 0. T oU`- --Io 20- = Ra1W_ OFF 3 0- 4 0- O 5 O TROUBLE ANALOG 6 OF R 7 0- 0 QO 0 LOW 1 2 8 0- ADDRESS NORMAL INT C T STATUS DSU *ML WM- WET 1 0+ 2 0 AC FOVEA Q 3 0- Q TROUBLE PCTWICATO S • 0- APPLIANCE 5 6 0 Pwa 0 . 0 T B CIRCUI 0 Q NORMAL DFF 7 °- 9 o BATTERY FAULT 9 0 Q 0 100 TRWBLE 4CTIFICAI1W U 0 1110 ADDRESS QO 0 CNcn ❑O i i O NmW. VT 140 000 150• IB 0- 00 000 000000000 1 2 3 • 5 6 7 1 9 1011 12131415 0I 02 0 3 5 +4 000 i 0 AC POWER 0 DC POWER 0 BATTERY FAULT NEW FIRE ALARM CONTROL PANEL LOCATED ON LEVEL 1 PS POWER SUPPLY LPN XFMR TRANSFORMER PB 04 PANEL BUSS ADAPT AC AC POWER T9-22 TB -1 1 0071 I WE AUTO W OPT AUTO ON 1 _\ ANALOG LOW BU AIRING SMALL BE 2 K14 TWISTED PAIR TYPICAL Cr 41L ANA-CO LCCPS DL LOW 002 /DAlTPER/DOOR HOLDER RELAY CKT. RCMI 2 BRA'S LOOPED TO PSU 181 -1 ONLY /C SCALE: NONE TEL VIOL REO MONITORING BLACK MODULE .MM -z ROLL DOAN rIRE DOOR COYTRE,L RELAY TYPICAL OT ELEVATOR CAPTU rIRE DOORS NYC PANELS - -CONNECT TO I' \ ZONE FOR LEVEL I AND 1 - BASEMEN( TO REPLACE EXISTING GAMDELL ZANS 1 400, TYPICAL OF b ZONES -) INCLUDING FIRE SPRINKLER FLOW AND TAMPER SWITCHES TO BE REGOtAIECTED IN A ■ WOOD SHOP. SEE PLUMBING / \ l DRAWINGS FOR LOCATION. M c N/D C - ARB - C AUx RELAY BOARD I I 20VAC 10 AMPS 20VAC DOOR F°L[ER SMOKE DETECTOR ASO -I /ADB -F CO `O KC 6 • 5 RELAY ADM SMOKE DETECTOR ASD -I /ADB -r A48{ Aux RELAY BOARD N/C 6/S C • — ELEVATOR FIRE ALARM DIAGRAM I' TO PA WRMALLY CREN CONTACT DEVICE TYPICAL ER PULL STATIONS LOW SWITCHES /✓DER SWITCHES KITCHEN HOOD 4.7K EEIL IH TEL VIDE - MEN MONITORING - BLACK MODULE ANN -2 -5 HEAT BE TEC TOR ATO /ADB - F DUCT DETECTOR 04500 7 8 to 12 DCC DETECTOR 01500 5 7 8 10 12 0R9 Aux RELAY BOARD N/C N/D C • TO FAN SHUTDOWN TO FAN 1 uTDOWN DUCT DETECTOR AUX. ROWER To rON SHUTDOWN HORN / STROBE POWER SUPPLY FUT GRDURD ICUTRAL �PV0. T MUTT SOME Y CIRCUIT SI 6110.111 52 WT?, otiE: =sE= 00C,00000000000000 HORN / STROBE POWER SUPPLY (ROUND ; EUTRAL ROME STROBE T CIRCUIT SS FUT mnND NEUTRAL ddIA HORN / STROBE POWER SUPPLY 2U„ Y CIRCUIT S9 STRODE CIRCUIT 16 BATT REVISION 4/1 7/02 HE PE 2.1 00c HE PE o 00< H [ P 1 CPC REK 4 0041 _z 0 W ° w a Engineering Company liechanicaVElectrical Consultants West ECO Norte Sall take OW, Utah 8403 id (801) 322-0481 Far (S.Ott 322.0493 APRIL 17, 2002 AUSTIN REMODEL FAX NO. 8013220490 AM HEATH ENGINEERING APR-22-2002 MON LO LL LW Lit Q W r c F- 0 W O a 25 00A. 203V, 30, 411 805 DUCT FROM (3) 250KVA OIL FILLED TUEEI STYLE TRM6FOR1• €R5 (EXISTING) (E)CM 2250 ✓ — EXISTING 2500A SERVILE DI ONNECT 120208V, 30, 44 1 1 J P: 3-I/O N: I -I /0 G: I-06 EXISTING PANEL 1 120208V, 30, 44 2500A 3115 50. D. OED, 208/120V, 2500A, 34 41i, CAT NO, 4454452 -A 2 ' (F)PANEL 'A' S Y ) ( E RVEL 'AI' ( COMPUTER - 2nd 2nd FLOOR OOR ) TO BE REMOVED ) ) 100/3 1 P: 3-03 N: 1-03 G. 1 -08 Isy 150/3 1 P: 3 -1 /O N: 1 -1 /O 0:1-0(2 2' (E)PAPEL •G• ELECTRICAL ONE -LINE DIAGRAM SCALE: NONE IEW ANEL 'OP NEW PANEL 'F' TO REPLACE EXISTING SEE SCMfDI.LE REVISION 4/11/02