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Home My WebLink AboutCO & DOCS - 03-00005 - BYUI - Student Health & Counseling BuildingoF�'�oR��9y .o c ify a - n u ° F STge ClSHE� � i� STATE OF IDAHO RO. Box 280 12 North Center Street Rexburg, Idaho 83440 PHONE (208) 359 -3020 FAx (208) 359 -3022 E -MAIL cityhaIIPci.rexburg.id.us CERTIFICATE OF OCCUPANCY Community Development Department of Building Inspection Building Permit No: R Applicable edition of code: ❑ International Building Code 2000 ❑ International Residential Code 2000 ❑ Uniform Building Code 1997 Site address: 525 S Center Use and occupancy: Student Health & Counseling Type of construction: Masonry Design occupant load: Sprinkler System required: ❑ Yes ❑ No Name and address of owner: BYU Idaho 525 S. Center Rexburg, Idaho 8246o Contractor: L & R Construction Special conditions: Occupancy: $4 Full ❑ Partial ❑ Temporary This Certificate, issued pursuant to the requirements of Section log of the International Building Code, certifies that, at the time of issuance, this building or that portion of the building that was inspected on the date listed was found to be in compliance with the requirements of the code for the group and division of occupancy and the use for which the proposed occupancy was classified. Date: May 13, 2004 (3:o8PM) C.O. Issued by: Official There shall be no fufure change in the existi occupancy classification of the building nor shall any structural changes, modifications or additions be made to the building or any portion thereof until the Building Official h reviewed and approved said future changes Water Department 4 1 ' ire Department State of Idaho Electrical Departme t - (208- 356-4830 ) ❑ Merlin Webster BUIL PERMIT APPLICA ` N REXBURG, ID DATE _ NO. � -nj p THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS. OWNER { > JOB ADDRESS '� PHONE � A _1 a BUILDER s r ARCHITECTa{, DESIGNE STRUCTU EW ❑ REMODEL ❑ ADD ❑ R EPAIR ❑ RENEWAL ❑ FIRE DAMA ❑ RESIDENCE ❑ COMM. `WDUCATIONAL ❑ GOVT ❑ RELIGIOUS ❑ FENCE ❑ PATIO ❑ CARPORT ❑ GARAGE (2 AWNING FOOTINGS FOUNDATION BASEMENT FLOORS EXTT, WALLS INT. WALLS CEILING ROOF HEAT INSULATED )WKQONCRETE NCRETE PARTIAL ❑ WOOD L) WOOD ❑ WOOD ❑ WOOD ❑ BUILT UP. ❑ GAS WALLS L1 MASONRY ASONRY FULL NCRETE MASONRY ❑ MASONRY L) DRYWALL ❑ WOOD SH. ❑ OIL CEILING ❑ OTHER ❑ OTHER ❑ NO ❑ 7HER o 'U ❑ CONCRETE ❑ PLASTER ❑ COMP. SH. - COAL ❑ FLOORS • VENEER UtPRYWALL U TILE ❑ TILE MfIREPLACE ❑ PERIMETER • METAL PLASTER ACOUSTIC ❑ ROLL ROOF. ❑ ELECTRIC This permit is issued subject to the regulations contained in the Uniform Building Code and Zoning Re6ulations 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. REMARKS: DEPARTMENT OF BUILDING & ZONING VALUE 101 /1 FEE PAID ❑CASH APPLICANT HECK BUILDING DATE ADDRESS INSPECTOR Copy CANARY — Building Department copy PINK - Assessors Copy OWNER Name e; U - I MHO Site Address � �7 Mailing City /Star Telephoi CONTRACTOR Name Qn k &L Mailing Address Flo W X i (� When was this built Architect/ Engineer Subdivision Lot Block Circle One Residential Commercial ducational . Government Remodel Other Circle One New House Addition/Remodel to House New Commercial Commercial Remodel - Circle One Basement: None/ Finishe nishe Othe < None / atio/ Carport/ Awning N/A Lot Square Footage Lot Width Cc` Square Feet n�5 Gana a 5 rxanT a- — 7 is ` �. - "�G q g quare eet Number of Stories Height of Building What will structure be used for: Home Home Business Apartment Commercial Other Will there be an apartment _ If so, how many units --� Total Estirnated Cost �� Are you in a uood plain Meter 9 � � Signature of Applicant Code Zone Building Type JAN 2 3 2003 PAID CASH $ ---- CHECK Signature of Inspector Issued by Building Permit Fees Plan Check Fees Plumbing Permit Fees Digging Permit Water & Sewer Fees Front Footage Fee TOTAL $ PROJECT INFORUATION DEPARTMENT APPROVAL Property Zone: _ Is existing use compatible with zoning, (screening parking, etc) CITY OF REXBURG APPLICATION FOR PLUMBING PERMIT Rough Plumbing OWNER FEES Urinal Name T "/ Plumbing Permit .................. • • $ e {. Address . :° Tel. f : > -° C Sewer In .................... p $ Lot 131k. Add. Inspection of Pipe ............... • • • . $ Other I nspection of Fixtures • • • . • • • • • • • • • • • • $ PLUMBER fir.; 'tip rrj t i�x' Name ` t Kitchen Sinks. $ Address Tel. Floor Drain $ NATURE OF INSTALLATION TOTAL $ Use �`' -:: Received: Date Rough Plumbing Bath Tubs Septic Tank Urinal Fixtures Showers Water Piping Sink Trap Complete Laundry Trays Sewer Water Heater DESCRIPTION OF WORK Bath Tubs Urinal ' Showers Sink Trap Laundry Trays Water Heater Wash Basin Other Toilet Slop Sinks Kitchen Sinks. Floor Drain `K Drinking Fountains " Lawn Sprinklers Water Softeners Dish Washing Mach. Clothes Washer By INSP'ECTOR'S RECORD 4 N JAN 2 3 M3 It ARID CASH $ 0 S I ' l INSP. NAME Rough Plumbing Sewer Other Finish Plumbing SPECIAL CONSTRUCTION (MANUFACTURER OR SUPPLIER) loc ? ccz / Cai1; *zg c J; sto -. : ��e�' Lc9eS� ( n /j ,y . ,. t ry p l c5 1 C l rri r /I LD 1D.- A (- TOR - �� D_ywali - rO Floor Cov =zings a - • � S �O�»t rys �r� Gu e(^Ji e S F 3 usnh 1-n9 seat; ng: SPECIAL CONSTRUCTION (MANUFACTURER OR SUPPLIER) loc ? ccz / Cai1; *zg c J; sto -. : ��e�' Lc9eS� ( n /j ,y . ,. t ry p l c5 1 C l rri r /I LD 1D.- A ROM :JHS ARCHITECTS FAX NO. :208 232 1226 Dec. 23 2002 01:09PM P1 FAX MEMO Date: 23 December 2002 To: Val Christenson, Building Official Fax #: 359 -3022 From; Randy Hayes Fax #: 232 -1226 I missed you on Friday afternoon. I wanted to make sure that you understood that we could not get all of your comments incorporated into the plans and specs, for the ZYU -I Student Family Housing project before we had to be out for bids. Just after the first of the year we will begin putting together addendums for the revisions that need to be made. Those addendums will take care of the comments from you and Chris Huskinson. Please note that the structural calculations are based on an 80 mph wind load. When our structural engineer came on board, the 90 mph that we were using caused some flags to be raised on his part, He talked to a Blair Kay and received the 80 mph wind loading requirement. Please destroy the sets of plans and specs that you used for your review and utilize the ones that I delivered last Friday for the construction phase of the project. Again, the addenda that are issued in early January 2003 will take care of the issues that were raised by you and Chris. Thanks for your cooperation in these matters. .IENSF5N 9HAYES•SHROPSF-IITiR ARCI,11'rECTS, P.A. 125 North Garfield NPocatc11o,1daho 83204 208/232 -1223 Fax 208/232 -1226 i Architecture Planning Interior Design Jensen Haslem A Professional Corporation December 11, 2002 Val Christensen Building Official P.O. Box 280 12 North Center Street Rexburg, Idaho 83440 RE: Plan Review Comment Responses Val, 1 have read through all the comments and have the following responses. 1. The parking plan includes two handicapped accessible spaces, one with an aisle along side and ............ response: Please turn to the "overall" site plan SP1. Note that the handicapped stalls are 13' -0" (8' -0" for auto and 6 -0" for accessible aisle). I'm sorry that the Site Plan does not graphically show an aisle but there is space allocated for each handicapped stall. We would also like to add a handicapped stall West of the clinic as seen in the attachment SK -1. We want to locate it here to provide multiple locations for students, faculty and /or employees. 2. The waiting area is of a size that will require 2 exits as per Table 1004.2.1. of the 2000 International Building Code (IBC). Exit signs will need to be added the other entrance(s) that connects to the exit hallway. response: Two exit signs will be added above doors 121 & 169. See SK -2 and letter from Thomas C Jenseu, AIA BNA Consulting Engineering. Bruce D Harlem, AIA Brent Hardcostle, AIA Donald T Finlayson, AIA Jon AErdmonn 3. Please provide cut sheets for all HVAC Units. Salt Lake City Logan response: 2180 South 1300 East Suite 300 Please note that is my understanding that Double E Construction has been in Salt Lake Cit Utah 84106 contact with the City of Rexburg and responded regarding this request. Voice 801474.1400 Fax 801474.1100 Email slc @jensenhaslem.com 4. The Fire Department has reviewed the drawings and I have attached a copy of their report to the back of this document. Please address their concerns. response: All fire alarm /horn strobes that the City of Rexburg Fire Department has requested will be installed as per the letter from BNA Consulting Engineering. See attachment. All added equipment has been forwarded to Double E Construction for a Change Order. If you have any questions regarding our responses, please contact myself at Jensen Haslem Architects. Thank you Val, Mike Condie jhtph Architects STATE OF IDAHO www.d.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 @d.rexburg.id.us 10/21/2002 Mike Condie Jensen Haslem Architects 2180 South 1300 East, Suite 300 Salt Lake City, UT 84106 Dear Mike, I have reviewed the drawings for the BYU Idaho Student Health and Counseling Center and have identified the following discrepancies: 1 The parking plan includes two handicapped accessible spaces, one with an aisle along side and one without. The ADA guidelines for Accessible Design requires that a 5 foot aisle be included along side each handicapped accessible space. Additionally, the amount of required handicapped spaces (by my calculations) should be 3, not 2. If we identify the number of required parking spaces using the Rexburg Zoning Ordinance requirement of 3' spaces per 1000 sq. ft. of building space, the result is 61 required spaces for the 20296 sq. ft. building. The ADA Standard for Accessible design identifies that 3 handicapped spaces are to be provided. I feel that these numbers are conservative for a building that will have an occupancy of over 200 people. 2 The waiting area is of a size that will require 2 exits as per Table 1004.2.1 of the 2000 International Building Code (IBC). Exit signs will need to be added to the other entrance(s) that connects to the exit hallway. 3 Please provide cut sheets for all HVAC Units. 4 The Fire Department has reviewed the drawings and I have attached a copy of their repor? to the back of this document. Please address their concerns. Please address 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, WMA Val Christensen Building Official cc: John Millar Chris Huskinson Rulon Neilsen REXBURG MADISON P.O. 26 Noj Rexburg, (208) (Zo8) 2000 INTERNATIONAL FIRE CODE Plan Review Building Name: BYU -I STUDENT HEALTH CENTER Building Address: BYU -I CAMPUS, VIKING DRIVE Stories: TWO Plan Date: 9 -20 -02 Review Date: 10 -6-02 Type of Construction: 5 -A Occupancy Classification: B Existing Floor Area: N/A New Construction Floor Area: APPROXIMATELY 22,472 SQUARE FEET 1).Required Fire Flow (Appendix III -A): 2750 GPM /TWO HOURS .Comments: FIRE FLOW REQUIREMENT SHALL BE 1500 GPM /TWO HOURS AS BUILDING IS EQUIPPED WIT? AN AUTOMATIC FIRE SUPPRESSION SYSTEM. 2).Water Supply (Article 9, Section 903) Required: YES Fire Hydrant Vocation: CLOSEST IS D -38 CENT HIGH SCHOOL AND BYU- I CAMPUS (VIKING DRIVE) Fire Hydrant Flows: OKAY Fire Flow Test Location: SAME AS ABOVE Fire Flow Supplied By: FD AND BYU -I 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: X Length: X Surface: X Complete Road Acceptable: YES Comments: NONE COUNTY FIRE DEPARTMENT Box 280 :th Center Idaho 83440 359 -3010 3sn- 3oe(, IFA?�7 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 AND MADE OPERATIONAL 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: MINIMUM SIZE OF 2A10BC REQUIRED WITHIN TRAVEL DISTANCES 6).Automatic Fire Extinguishing Systems: (Article 10 Section 1003 Required: YES Type Of System Being Installed: WET, PLANS TO STATE FIRE MARSHAL Sprinkler System Monitoring Required (Article 10 Section 1003.3) Required: YES Comments: 7).Standpipes (Article 10 Section 1004) Required: NO Type Required: Comments: 8).Ventilating Hood And Duct Fire Extinguishing System (Article 10 Section 1006.2) Required: NO Type Being Provided: Automatic Fuel Shutoff Shown (Article 10 Section 1006.2.4): Portable Fire Extinguisher Shown (Article 10 section 1006.2.7): Comments: 9).Fire Alarm Systems (Article 10 Section 1007)Required: YES Type Of System Required: Manual: Automatic: Both: X Type Of System Being Provilfted: Manual: Automatic: Both: X Components Of System Shown: Smoke Detectors: X Heat Detectors: X Manual Pull Station: X Sounding Devices: X Visual Devices: X Door Holders: Duct Detectors: Flow Alarm: X Sprinkler Valve Monitoring: X Fire Alarm System Acceptable: SEE COMMENTS. 10).Other Corrections That Are Required By Special Occupancy Or Conditions: SEE COMMENTS Comments: PLEASE PROVIDE THE FOLLOWING IN REGARDS TO THE ALARM SYSTEM: ALARM CONTROL AND SIGNALLING EQUIPMENT, ANNUNCIATION, POWER CONNECTION, BATTERY CALCULATIONS, CONDUCTOR TYPE AND SIZES, VOLTAGE DROP CALCULATIONS, MANUFACTURERS, MODEL NUMBERS AND LISTING INFORMATION FOR EQUIPMENT, DEVICES AND MATERIALS, AND THE INTERFACE FOR SAFETY CONTROL FUNCTIONS. SEE BELOW FOR MISSING HORN /STROBES, PULL STATIONS, ETC. THAT NEED TO BE ADDED TO SYSTEM. ARE MAGNETIC DOOR HOLDERS GOING TO BE USED THROUGHOUT THE BUILDING? IF SO, PLEASE ADDRESS. Plans As Submitted Are Acceptable: NOy PLEASE ADDRESS NOTED ITEMS Plans Checked By: CHRIS HUSRINSON Date: 10 -6-02 Please furnish comments back to the plan reviewer in the fclLDwing manner: Written Comments: X New Plans: X ALARM SYSTEM ITEMS• FIRST FLOOR: 1. ADD PULL STATION AT REAR GARAGE DOOR EXIT 2. ADD HORN /STOBE UNIT IN ROOMS 136, 131, 134, 164, 172, 20TO 116. 3. MOVE HORN /STROBE IN ROOM 179 TO MORE CENTRAL LOCATION. 4. ADD HORN STROBE UNITS IN CORRIDOR 126. SECOND FLW- R: 1. ADD HORN /STROBE UNIT IN ROOM 282. BNA Consulting Engineers To: Mike Condie Jensen Haslem From: Richard L. Wardle Date: November 8, 2002 Subject: BYU Idaho Student Health Please provide the following for the above referenced project. Sheet E201 Memorandum 1. Provide exit sign type X1 above door leading from Waiting 102 to East Corridor 169. Connect to local emergency lighting circuit EM -5. 2. Provide exit sign type X1 above door leading from Waiting 102 to West Corridor 121. Connect to local emergency lighting circuit EM -3. Sheet E301 1. Add fire alarm horn /strobe on south wall of Nurses Office 131. Tie to local fire alarm annunciation loop. 2. Add fire alarm horn /strobe on south wall of X -Ray Room 134. Tie to local fire alarm annunciation loop. 3. Add fire alarm horn /strobe on north wall of X- Ray /Orthopedic 136. Tie to local fire alarm annunciation loop. 4. Add fire alarm horn /strobe on east wall of Procedure Room 164. Tie to local fire alarm annunciation loop. 5. Add fire alarm horn /strobe on north wall of Blood Lab Office 1116c. Tie to local fire alarm annunciation loop. 6. Relocate fire alarm horn /strobe in Pharmacy 179 to ceiling located at grid 3.0 and 12' -0" south of grid B. Sheet E302 1. Add fire alarm horn /strobe on west wall of Work Room 282. Tie to local fire alarm annunciation loop. 635 South State Street Salt Lake City, Utah 84111 801 532.2196 Tel 801 532.2305 Fax 1704 West Sunset Blvd. St. George, Utah 84770 : 435. 628.3670 Tel 435. 628.3680 Fax 6' 64' -1 /4 2 HANDICAP ACCESS RAMP 7zr 10' -0" VAN ACCESSIBLE HANDICAPPED PARKING STALL WITH 8' -0" ACCESSIBLE AISLE STAIRS (3) .J 57' -6" T . ' -0 . -- 10' -0" 16' -0" 9' -0" TYP. TYP. L �t c J INSTALL FIRE \`\ HYDRANT ` EXISTING = — LINES EXISTING 19' PAM IC �- S �� PLAN SCALE: 1/16' =1'-0' ODMO s 8 crummmAL F. commucnmDmm m ASI #1 9 la LEVEL 1 REFLECTED CEILING P LAN SCALE: 10 m Vr OYU Mmo -8 F- STUDElff HEALTH& o o UC ��S � Ste' N o ° MM RG. t a) M AHO 1111iI ADD A TOTAL OF TWO (2) EXIT SIGNS AT THESE LOCATIONS Pubphaditeas associated architects ADDENDUM #1 DATE: August 8, 2002 PROJECT #: 02003 PROJECT: BYU- Idaho: Student Health Center 200 East 400 South Rexburg, Idaho 83460 ISSUED BY: jhtph architects 2180 South 1300 East Salt Lake City, Utah 84106 ADDENDUM NO. 1 QUALIFIED BIDDERS Fire Sprinkler Sub - contractors 1. 3 -D Fire Protection 6312 S. Yellowstone Idaho Falls, Idaho 83402 Phone: (208) 525 -8377 Fax: (208) 525 -8381 2. Firetrol Protection Systems Inc. 142 West 2260 South Salt Lake City, Utah 84115 Phone: (208) 485 -6900 Fax: (208) 485 -6902 3. Gem State Fire Protection 1105 E. Iona Road Idaho Falls, Idaho 83401 Phone: (208) 524 -5230 Fax: (208) 524 -2119 4. 482 West �'440 Sant! i 9 62-949r& 5. -Phone; 4208) fax. (266) 262 9420 Western Automatic Sprinkler Corp. 2510 W. Temple Salt Lake City, Utah 84115 Phone: (208) 487 -3531 Fax: (208) 466 -1777 QUALIFIED BIDDERS — address correction Mechanical Sub - contractors 1. Bears Fabrication 240 N. Yellowstone Highway Building E Rigby, Idaho 83442 Phone: (208) 745 -1560 Fax: (208) 745 -1562 SPECIFICATION ITEMS Architectural: Section Page Line Amendment 00005 - - Revision of NOTICE TO BIDDERS (See Attachment) 00005 - - Revision of FORM OF PROPOSAL (See Attachment) 08411 4 A.1. Replacing Tri -Fab VG 451 system with Encore Front Loaded System. (See Attachment) Perimeter & Intermediate Horizontal Members -1 3/4" x 6 1/2" Intermediate Vertical Members —1 3/4" x 4 1/2" 08800 13 3.9 Revision of Glass Types: (See Attachment) TYPE 1: 1 inch insulated, tinted, tempered TYPE 2: 1 inch insulated, tinted, non - tempered TYPE 3: 114 inch insulated, tinted, tempered TYPE 4: 114 inch insulated, tinted, non - tempered TYPE 5: 1 inch insulated spandrel, tinted, tempered TYPE 6: 1 inch insulated spandrel, tinted, non - tempered TYPE 7. 114 inch wire glass (square) TYPE 8: Leaded glass with 41b lead equivalency TYPE 9: 112 inch tempered (stair only) 11500 1,4 - Owner will provide fluorescent tubes. Contractor will install. (See Attachment) DRAWING ITEMS Page 2 Architectural: Sheet Drawing Amendment A101A 1 ST LEVEL FLOOR PLAN — AREA A Aluminum window type A.1 was created due to glazing required in this location. See SK -1 A101 B 1 ST LEVEL FLOOR PLAN — AREA B Hollow metal window type GA was created due to lack of information on drawings. See SK -2 A102 2" LEVEL FLOOR PLAN Window tag was changed to `Z'. See SK -3 A504 MISC. ARCHITECTURAL DETAILS Details changed. See SK -4 thru SK -6 A801 DOOR AND WINDOW SCHED. Doors 111 and 149b changed to 20 min rating, Glazing Schedule revised and coordinated into various door types. See SK -7 thru SK -11. A802 WINDOW TYPES Glazing tags have been revised to coordinate with Glazing Schedule. See SK -12 thru SK -28 Full 30x42 sheet available upon request. Mechanical: Sheet Drawing Amendment Cover Sheet Information regarding VBFA will be as follows. DO NOT USE PUBLISHED MOBILE NUMBER. Contact: Dan Rollins E -MAIL: drollins(ab-vbfa.com MOBILE: none M012 MECHANICAL AND PLUMBING DETAILS 1. Blue Brute chilled water pipes to be buried such that the top of pipes shall be 5 feet below grade. 2. Pipes to be encased in sand. Pipes shall be 12" apart with sand between them. Sand shall be filled in at minimum of 12" around the pipes included below, on the sides, and above pipes. 3. Gilsulate insulation is not to be used. 4. Backfill the trench from the sand up to grade. Backfill material and slope of trench shall be per requirements of the site conditions. END OF ADDENDUM NO. 1 Page 3 Atphaditeas associated architects ADDENDUM #2 DATE: August 13, 2002 PROJECT #: 02003 PROJECT: BYU- Idaho: Student Health Center 200 East 400 South Rexburg, Idaho 83460 ISSUED BY: jhtph architects 2180 South 1300 East Salt Lake City, Utah 84106 ADDENDUM NO. 2 QUALIFIED BIDDERS Pre - approved Sub - contractors List: (See Attachment) SPECIFICATION ITEMS Architectural: Section Page Line 06200 09652 6 3.05 09950 Amendment Add FINISH CARPENTRY to Specifications (See Attachment) Additional information on the SHEET FLOOR COVERING SCHEDULE. (See Attachment) Delete WALL COVERINGS from Specifications No wall coverings are being used in this project. Mechanical: Section Page Line Amendment 13916 Revised Specification Section — FIRE- SUPPRESSION SPRINKLERS 8 PIPING. (See Attachment) DRAWING ITEMS OWNER/CIVIL: Sheet Drawing Amendment ROCK PROFILE BYU -Idaho has provided the attached Forsgren drawing for the use of all qualified contractors. Paper 30x42 drawing or the electronic file will be made available upon request. (See Attachment) Architectural: Sheet Drawing Amendment A601 ROOM FINISH SCHEDULE Wall base conditions and floor finishes in certain locations have been revised. (See Attachment SK -1) A601 A801 ROOM FINISH LEGEND The SCHEDULE LEGEND has been revised. Quarry Tile will no longer be used in this project. Porcelain Tile will be substituted for all schedules that call out for QT. The Porcelain Tile being used is: 12x12 Dal Tile: 42 -78111 Cocoa. (See Attachment SK -2) ROOM FINISH SCHEDULE Door Types in certain locations have been revised. (See Attachment SK -3) A402 ROOM #102 - WAITING A702 STAIR DETAIL Mechanical: Sheet Drawing Amendment M001 MECHANICAL SCHEDULES END OF ADDENDUM NO. 1 Additional information has been provided to assist with the sizing of oak trim. Also see added specification section 06200. (See Attachment SK -4) Additional information has been provided to assist with the detailing of the stair oak guardrail. Also see added specification section 06200. (See Attachment SK -5) The Mechanical Equipment Schedules have been revised. Note to General Contractors: Due to the revisions of this sheet, the Architect will be sending the Addendum directly to the Qualified Mechanical Sub - Contractors. Page 2 Pubphaditeas associated architects ADDENDUM #3 DATE: August 15, 2002 PROJECT #: 02003 PROJECT: BYU- Idaho: Student Health Center 200 East 400 South Rexburg, Idaho 83460 ISSUED BY: jhtph architects 2180 South 1300 East Salt Lake City, Utah 84106 ADDENDUM NO. 3 SPECIFICATION ITEMS Unit Pricing Sheet: Apply to Excavation, Blasting, Structural Fill and Site Grouting See Attached Cost Bid Breakdown Sheets: Architectural: Apply to all Specification Sections listed on the attached. Mechanical: Apply to all Specification Sections listed on the attached. Electrical: Apply to all Specification Sections listed on the attached. Architectural: Section Page Line Amendment 02300 3 3.3 Delete section 3.3 explosives 02820 Add Specification Section 02820 — CHAINLINK FENCES AND GATES (See Attachment) 03450 Add Specification Section 03450 — PLANT - PRECAST ARCHITECTURAL CONCRETE (See Attachment) 04810 Add Article to Specification Section 04810 — CONCRETE MASONRY UNITS — Trash Enclosure (See Attachment) 06402 3 2. 1. A. Revise the following: Approved Fabricators: Open to general bidding. (See Attachment) 07620 Add Specification Section 07620 - SHEET METAL FLASHING AND TRIM (Rain Gutters and Downspouts) (See Attachment) 08211 2 2.1 A. 1 Mohawk Flush Doors Inc shall be an approved equal to those listed in this section. (See Attachment) 08331 2 2.1 A. 3 Cookson Company shall be an approved equal to those listed in this section. (See Attachment) 09680 1 1.2 A. 1. NOTICE TO CONTRACTORS: Carpet will be Owner Provided and Contactor Installed. (See Attachment) 10265 3 2.1 A. 2 Pawling Corporation shall be an approved equal to those listed in this section. (See Attachment) CLARIFICATION: 24 (3" leg x 36" high) Corner Guards used 16 (2" leg x 36" high) Corner Guards used No Wall Guards used in project No Door Edge Guards used in project No Door Frame Guards used in project No Sheet and Panel Wall Coverings used in project Entrance Matt is provided and installed by owner 12484 1 1.2 A. 1. NOTICE TO CONTRACTORS: Carpet -type mats will be Owner Provided and Contactor Installed. (See Attachment) DRAWING ITEMS Civil: Sheet Drawing Amendment 1 TRENCH DETAIL 2 TRASH ENCLOSURE Contractor shall add this Trench Detail for the Steam /Condensate lines. The attached trench detail is used on the line extension to the site, and will be suitable for the lines running on -site. The Contractor should be aware of the Gilsulate 500XR fill and 6" concrete cap over the Gilsulate. (See Attachment: STEAM /CONDENSATE INSUALTED ENVELOPE DETAIL) Detail provide by Civil Engineer to further explain construction of trash enclosure located North of bldg. Page 2 Architectural: Sheet Drawing Amendment A101 a LEVEL 1 FLOOR PLAN AREA A Remove Note: HAND. DOOR OPENER (4) TOTAL - Located near DOOR 100a. Handicap door sensors will be located above door at ENTRY VESTIBULE 100a. Refer to Specifications Section 8710 - Hardware Schedule and Specification Section 08411. A110 REFL. CEILING PLANS Revise Ceiling Type Schedule. "LC2" is a 12 "x12" ACOUSTICAL TILE - GLUED TO GYP. (See Attachment - SK -1) A404 & A406 INTERIOR ELEVATIONS INTERIOR ELEVATIONS B5,C1/A404 and B3/A406 all indicate that the baby changing station in (NIC). This is not correct. All (4) Baby Changing Stations will be contractor provided and installed. Please remove the "(NIC)" from your Sheets A404 & A406 concerning the baby changing stations. A404, A405 & A406 INT. ELEVATIONS In all sheets indicated, a detail E6/A301 is called out in various locations at the ceramic tiled wall. The detail number is correct, but the referenced sheet number is incorrect. The correct sheet number is A505. Thus, E6/A301 should be substituted for E6 /A505 A407 INTERIOR ELEVATIONS INTERIOR ELEVATIONS B3/A407 and C4/A407 indicate mop & broom holder locations. Refer to Specification Section 10801 for additional information. (See Attachment - SK -2 & SK -3) Structural: Sheet Drawing Amendment S101 B F. & F. PLAN Due to Investigation regarding Lava Rock finish elevations, the following structural columns require a different support than originally shown. Braced Frame @ G.1 and Steel Column @ 7.0 & GA have been revised. (See Attachment) MECHANICAL ADDENDUM: See Attachment: ELECTRICAL ADDENDUM: See Attachment: END OF ADDENDUM NO. 3 Page 3 Pubphaditeas associated architects ADDENDUM #4 DATE: August 16, 2002 PROJECT #: 02003 PROJECT: BYU- Idaho: Student Health Center 200 East 400 South Rexburg, Idaho 83460 ISSUED BY: jhtph architects 2180 South 1300 East Salt Lake City, Utah 84106 ADDENDUM NO. 4 SPECIFICATION ITEMS Architectural: Section Page Line 06200 14240 4,7,8 DRAWING ITEMS Amendment Added article to FINISH CARPENTRY Specifications (See Attachment) HYDRALIC ELEVATORS — Revise type of elevator to a side of car dual cylinder type. No hole excavation is required. (See Attachment) Mechanical: Sheet Drawing Amendment M101a LEVEL 1 MECH. PLAN Clarification: The Chiller will not require a new enclosed fenced area. The Chiller will be located in the existing fenced area South of the Radio and Graphics Services Building. Please remember that the Mechanical drawings call for a 6" concrete pad for the unit. END OF ADDENDUM NO.4 Pubpharchitects associated architects ADDENDUM #5 DATE: August 19, 2002 PROJECT #: 02003 PROJECT: BYU- Idaho: Student Health Center 200 East 400 South Rexburg, Idaho 83460 ISSUED BY: jhtph architects 2180 South 1300 East Salt Lake City, Utah 84106 ADDENDUM NO. 5 SPECIFICATION ITEMS Architectural: Section Page Line Amendment 07210 CLARIFICATION: BUILDING INSULATION — R- VALUES LISTED BELOW Roof Blanket Insulation = R -30 minimum Wall Blanket Insulation = R -19 minimum One Inch Rigid Insulation = R -5 minimum Roof Sandwich Panel = R -5 minimum END OF ADDENDUM NO. 5 Pubphaditeas associated architects ADDENDUM #6 DATE: August 20, 2002 PROJECT #: 02003 PROJECT: BYU- Idaho: Student Health Center 200 East 400 South Rexburg, Idaho 83460 ISSUED BY: jhtph architects 2180 South 1300 East Salt Lake City, Utah 84106 ADDENDUM NO. 6 CLARIFICATION ITEMS Site Rock Blasting: • The term Blasting is to include drilling, blasting and of removal of material. • The Base Bid for blasting of rock is to include 2,040 c.y. of material as well as a unit cost for more or less material. Trench Blasting consists of 600 c.y. and Mass Blasting consists of 14,040 c.y. • Trenching is to be done along a "neat" line of 4' wide x 4' deep x length. Contractor is to remove all loose material then fill back to "neat" line. Place utilities then backfill all trenching. • Rock is to be cleaned before any footings are placed. Site Rock Drilling and Grouting: • Drill holes 3" diameter x 10' deep @ 10' o.c. along all footings and at each column location. • All holes are then to be grouted to fill any voids. • Base Bid to include 100 yds of grout and a unit cost for more or less material. Fill Material: • The material that has been removed from the site includes top soil only, therefore all fill for this project will need to be obtained by the contractor and brought to the site. SPECIFICATION ITEMS Architectural: Section Page Line Amendment 02300 6 3.13 CA Delete section 3.13 C. 4. Under footings and foundations, use engineered fill. DRAWING ITEMS Architectural: Sheet Drawing Amendment A601 FINISH SCHEDULE At each location where the floor material called out is V1 in the floor schedule, the base called out shall be an integral coved base, CBV1. This was documented in ADDENDUM #2.One additional room shall be added to this list: ELECTRICAL ROOM #158 A300's WALL SECTIONS Bidders are to use the following description for the 1.6" sandwich panels: use one inch layer of Polystyrene Board Insulation (2 lb density) (minimum of R -5) mechanical fastened to the metal deck and then overlaid with 7/16" OSB board that is used as the nailable surface for the metal shingles. DRAWING ITEMS Electrical: Sheet Drawing Amendment E301 E302 E303 E400 _.11 1. Add circuit MDP -12 to feed elevator. Route circuit from fused disconnect in Elevator Equipment 104 to Main Distribution Panel and to elevator equipment cabinet. 2. Add circuit EM -33 to feed elevator car lights. Route circuit from breaker enclosure in Elevator Equipment 104 to Panel EM and to elevator car. 1. Add fire alarm smoke detector to top of elevator shaft. Tie to fire alarm system. 1. Add fire alarm smoke detector to top of elevator shaft and tie to fire alarm system. 1. Revise circuit 12 in Main Distribution Panel MDP to shunt trip to feed elevator. 2. Revise circuit 13 in Main Distribution Panel MDP to spare. 3. Revise AIC Rating on ATS -1 Automatic Transfer switch to 22,000. 1. Panel MDP — Revise circuit 12 to feed elevator. 2. Panel MDP — Revise circuit 13 to a spare. 3. Panel EM —Revise circuit 33 to feed elevator car lights with #12 wire. END OF ADDENDUM NO.6 Page 2 A e d y 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 10/21/2002 Mike Condie Jensen Haslem Architects 2180 South 1300 East, Suite 300 Salt Lake City, UT 84106 Dear Mike, I have reviewed the drawings for the BYU Idaho Student Health and Counseling Center and have identified the following discrepancies: 1 The parking plan includes two handicapped accessible spaces, one with an aisle along side and one without. The ADA guidelines for Accessible Design requires that a 5 foot aisle be included along side each handicapped accessible space. Additionally, the amount of required handicapped spaces (by my calculations) should be 3, not 2. If we identify the number of required parking spaces using the Rexburg Zoning Ordinance requirement of spaces per 1000 sq. ft. of building space, the result is 61 required spaces for the 20296 sq. ft. building. The ADA Standard for Accessible design identifies that 3 handicapped spaces are to be provided. "I feel that these numbers are conservative for a building that will have an occupancy of over 200 people. 2 The waiting area is of a size that will require 2 exits as per Table 1004.2.1 of the 2000 International Budding Code (IBC). Exit signs will need to be added to the other entrance(s) that connects to the exit hallway. 3 Please provide cut sheets for all HVAC Units. 4 The Fire Department has reviewed the drawings and I have attached a copy of their report to the back ofthis document. Please address their concerns. Please address 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, � _.. �OAWW 'I qqq I %2 Val Christensen Building Official cc: John Millar Chris Huskinson Rulon Neilsen REXBURG MADISON COUNTY FIRE DEPARTMENT P.O. Box 280 26 North Center Rexburg, Idaho 83440 (208) 359 -3 010 2000 INTERNATIONAL FIRE CODE Plan Date: 9 -20 -02 Plan Review Review Date: 10 -6 -02 Building Name: BYU -I STUDENT HEALTH CENTER Building Address: BYU -I CAMPUS, VIKING DRIVE Stories: TWO Type of Construction: 5 -A Occupancy Classification: B Existing Floor Area: N/A New Construction Floor Area: APPROXIMATELY 22,472 SQUARE FEET 1).Required Fire Flow (Appendix III -A): 2750 GPM /TWO HOURS Comments: FIRE FLOW REQUIREMENT SHALL BE 1500 GPM /TWO HOURS AS BUILDING IS EQUIPPED WITH AN AUTOMATIC FIRE SUPPRESSION SYSTEM. 2).Water Supply (Article 9, Section 903) Required: YES Fire Hydrant Location: CLOSEST IS D -38 C ENTRAL HIGH SCHOOL AND BYU- I CAMPUS (VIKING DRIVE) Fire Hydrant Flows: OKAY Fire Flow Test Location: SAME AS ABOVE Fire Flow Supplied By: FD AND BYU -I 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: X Length: X Surface: X Complete Road Acceptable: YES Comments: NONE 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 AND MADE OPERATIONAL 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: MINIMUM SIZE OF 2A10BC REQUIRED WITHIN TRAVEL DISTANCES 6).Automatic Fire Extinguishing Systems: (Article 10 Section 1003 Required: YES Type Of System Being Installed: WET, SUBMIT PLANS TO STATE FIRE MARSHAL Sprinkler System Monitoring Required (Article 10 Section 1003.3) Required: YES Comments: 7).Standpipes (Article 10 Section 1004) Required: NO Type Required: Comments: 8).Ventilating Hood And Duct Fire Extinguishing System (Article 10 Section 1006.2) Required: NO Type Being Provided: Automatic Fuel Shutoff Shown (Article 10 Section 1006.2.4): Portable Fire Extinguisher Shown (Article 10 section 1006.2.7): Comments: 9).Fire Alarm Systems (Article 10 Section 1007)Required: YES Type Of System Required: Manual: Automatic: Both: X Type Of System Being Provided: Manual: Automatic: Both: X Components Of System Shown: Smoke Detectors: X Heat Detectors: X Manual Pull Station: X Sounding Devices: X Visual Devices: X Door Holders: Duct Detectors: Flow Alarm: X Sprinkler Valve Monitoring: X Fire Alarm System Acceptable: SEE COMMENTS. 10).Other Corrections That Are Required By Special Occupancy Or Conditions: SEE COMMENTS Comments: PLEASE PROVIDE THE FOLLOWING IN REGARDS TO THE ALARM SYSTEM: ALARM CONTROL AND SIGNALLING EQUIPMENT, ANNUNCIATION, POWER CONNECTION, BATTERY CALCULATIONS, CONDUCTOR TYPE AND SIZES, VOLTAGE DROP CALCULATIONS, MANUFACTURERS, MODEL NUMBERS AND LISTING INFORMATION FOR EQUIPMENT, DEVICES AND MATERIALS, AND THE INTERFACE FOR SAFETY CONTROL FUNCTIONS. SEE BELOW FOR MISSING HORN /STROBES, PULL STATIONS, ETC. THAT NEED TO BE ADDED TO SYSTEM. ARE MAGNETIC DOOR HOLDERS GOING TO BE USED THROUGHOUT THE BUILDING? IF SO, PLEASE ADDRESS. Plans As Submitted Are Acceptable: NO, PLEASE ADDRESS NOTED ITEMS Plans Checked By: CHRIS HUSKINSON Date: 10 -6 -02 Please furnish comments back to the plan reviewer in the following manner: Written Comments: X New Plans: X ALARM SYSTEM ITEMS: FIRST FLOOR: 1. ADD PULL STATION AT REAR GARAGE DOOR EXIT 2. ADD HORN /STOBE UNIT IN ROOMS 136, 131, 134, 164, 172, AND 116. 3. MOVE HORN /STROBE IN ROOM 179 TO MORE CENTRAL LOCATION. 4. ADD HORN STROBE UNITS IN CORRIDOR 126. SECOND FLOOR: 1. ADD HORN /STROBE UNIT IN ROOM 282. VAN SOERUM a•® 11111111@ S FRANK Ass, ASSOCIATES — !re O71HS�TINO EMIRS MEMORANDUM DATE: 09/24/2002 TO: Mike Condie / JH/TPH FROM: Dan Rollins / VBFA PROJECT. 3420 - BYU Idaho Student Health Center RE: Bid Document Re- design Items J. HOWARO VAN BOERUM. P.E. JOHN O. FRANK. P.E. KIM P. HARRIS. P.E- OAVIO P. SARANOWS1p. P.E. RICHARD G. REEDER. P.E. JOSEPH V. SIMMONS. P.E. BYRON R. TORGERSEN. P.E. JEFFREY S. WATKINS. P.E. In reply to owner review comments, these are some of the mechanical and plumbing Items that were re- designed and re- specified for the bid documents. All items are not necessarily listed. M402, M100: Plans have been revised so that all heat exchangers have Automatic pump traps (APT) in lieu of separate steam traps and pressure return condensate pumps. The vents from the APTs tie back Into the condensate drains to recapture flash steam and create a closed loop system. Pot feeder removed from Hot water heating loop. Chemical tank, pump, alarm, and water feed have been designed and specified in lieu of pot feeder. Specified companies for water treatment now include Chemtreat, Powers, and Water Tech in Section 15545. M012: Buried Chilled water line detail has been revised, buried in sand, dimensions shown, and gilsulate material not shown. M001: All of the missing equipment schedules were added. The chiller is listed to have full lowered sides for protection from weather. M012: Mechanical cross section added to show ductwork coordination between structure, ceiling, and cable trays. M100: Mechanical basement plan rearranged to include APTs. M101: Ductwork rearranged to avoid cable trays. Main ducts revised to be flat oval instead of rectangular. M102: Main ducts revised to be flat oval. M103: DEF -1 and exhaust duct moved to avoid conflict with roof hatch. MP101: Chiller re- positioned. P100 and P101: South storm drains have been re- routed to tie into underground storm drains instead of daylighting into the sidewalk curbs. Floor sink re- positioned in X Ray Darkroom. Specifications revised per owners' review comments. Prior approval equipment manufacturers incorporated into Specs. =ALT LAKE CITY OFFICE 330 SOUTH 300 EAST SALT LAKE CITY UTAH 8.4111 801 330 -31 FAX BO1- 330 -3130 ST. OOORO■ OFFICE .1704 WEST SUNSET BOULEVARD 03 . 87. GEORGE . UTAH 84770 . 435- 874 -2708 . MOB 435 - 880 - 3146 AMMIIICAN FORK OFFICE '21515 EAST M A I N STREET AMERICAN F O R K UTAH B 400.3 801 —482-9 . FA X Gal 4 82 - 928 7 W Mike Condie From: Jeff Ambrose [JAmbrose _reaveley.com] Senn Tuesday, September 24, 2002 11:01 AM To: mcondie@tpha.com Subject: SYU Idaho Student Health Mike, The major structural issues that have changed from the previous bid set to the current bid set is that all Top of Footing elevations have been altered according to the site survey of existing bedrock locations. These new elevations have caused that some of the concrete stem wall heights have increased dramatically. Some other effects have caused some of the steel columns too now require concrete piers. Some of the braced frames on the north end of the building now require shear walls between them based on these new footing elevations. The only other change, is the flat portion of the high roof has been recessed to accept mechanical equipment. Refer to details C3 & C5 /SF513. This encompasses the major structural changes in this current bid package. If you need any information let me know. Thanks, Jeff Ambrose Reaveley Engineers & Associates 1515 So. 1100 East Salt Lake City, UT 84105 (801)486 -3883 jambrose @reaveley.com Pa 1 of 1 Mike Condie From: Richard Wardle [richard @bnaii.com] Sent: Tuesday, September 24, 2002 3:50 PM To: mcondie@tpha.com Subject: BYU Idaho Student Health Mike, the changes to the bid documents are as followings: Cable Tray Size Elevator Feed Fire Alarm Specification Fire Alarm Annunicator All Addendum items included in documents Richard L. Wardle BHA Consulting Engineer's and Lighting Design 635 South State Street Salt Lake City, Utah 84111 rchard@bnaii.com 9/24/2002