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Building Department FileCity of Kalispell Building Department 248 3rd. Avenue East Kalispell, Montana 59901-1997 Ph: 406-758-7730 Fax: 406-758-7739 Date: October 30, 2000 From: Darryl Byle Attention: Craig Kerzman cc: File Southfield Tower conversations noted in my personal notes. 8-27-98 Telecon w/Jim Tibbs: Permit cost for High Noon Tower. 9-24-98 Wrapped up Southfield Tower analysis and summarized. 10-2-98 Telecon w/Michael Jackola: solid blocking question. 10-2-98 Reviewed Southfield Tower analysis. 10-5-98 Telecon w/Lonnie @ Meredith: Calling for inspection at S. Fid Twr. 12-11-98 Telecon w/Jennings from Clarke & Meredith regarding snow and ice shields. 12-29-98 Telecon w/Shane Jackola: Jackola will perform special inspections for welding. 1.0F 1 City of Kalispell Building Department Fax (406) 758-7739 24& 3rd. Avenue East P.O. Box 1997 Kalispell, MT. 59901 (406) 758-7730 Attention: Thor Jackola Company Name: Jackola Engineering No. of pages including cover Sheet:1 Date: March 1,1999 From: Dwain Elkins Fax #: 755-3216 Message: Thor, I understand that you have been doing the Special inspections on the Southfield Towers project. We would like copies of the Special inspections. The following are the areas need to be addreoecd. 1. 5tructural foundation. 2. 5tructural Steel, connections bolted or welded. 3. 5tructural Shear panels. 4. -- Masonry. For our records we need documentation for each inspection for the area listed above. If you have any queotiono feel free to contact this office. Dwain City of Kalispell, Building Department Commercial Plan Review by Darryl Byle C�Uva September 28,1998 PROJECT NAME: South Field Tower ADDRESS. 1830 3,d Avenue East CONTRACTOR. NIA ARcH,TECT1ENG, R: Jackola Engineering & Archeitects TYPE: VN zomw: B-2 FIRE srsmm: Sprinkled CUP.• N/A ENCROACHMENT PERMIT.NIA Comments: USE B PARKING: A/R HVAC: N/A NEW WATER SERVICE: Yes BUILDING E)POSURE C So. FT. 26,578 (9376) occ. LD. 206 VARIANCE. N/A NEw SEWER: Yes 1 General Just for the record, we have not received a complete or final set of drawings for this project. That will be necessary before we can complete the final review and issue a permit. 2 A3.0 Slate Roof The roofing system must be approved for wind loads in this area - provide information on the system to be used. 3 General Door/Win Please provide door and window schedule including hardware for egress doors. Glazing in a hazardous location is required to be glazed with safety material. -- Sec. 2406.3 & Sec. 2406.4 4 A3.0 Attic Provide attic/mansard ventilation that complies with Section 1505.3 5 A3.0 Floor Provide details (construction and location) of draftstops in the floor system. -- Sec. 708.3.1.1.3 6 A3.0 Attic Provide details (construction and location) of draftstops in the attic/mansard. -- Sec. 708.3.1.2.2 7 A1.0 Lounge Exit(NE corner) Provide a landing on both sides of door. Note: The step & size requirements. -- Sec. 1003.3.1.6 8 A3.0 Stairs Provide stair details - rise over run, head room, construction, etc. 9 General Stairwells Openings to exit enclosures are required to be 1 hour fire assemblies. -- Sec. 1005.3.3.5 10 General Please provide a copy of any CUP, Variance, etc applicable to this project. Page 1 of I s � FE f t+ City of Kalispell Building Department Commercial Plan Review by Darryl Byle DATE October 6,1998 PROJECT NAME. South Field Tower AaDREss: 1830 3rd Avenue East CONTRACTOR: N/A ARCHITECTIENG'R: Jackola Engineering i Architects TYPE: VN ZONING: B-2 FIRE SYSTEM: Sprinkled cup: N/A ENCROACHMENT PERMIT.' N/A Comments: usE. B PaoNG: A/R HVAc. N/A NEw WATER SvmcE. Yes BUILDING EXPOSURE: C SQ. FT. 26,578 (9376) occ. t.C: 206 VARIANCE: N/A NEW SEWER. Yes 1. General Please provide plumbing and mechanical drawings. Provide roof loading calculations for roof mounted mechanical units. 2. General Per ongoing discussion, the overall building height sans tower must meet Kalispell Zoning Ordinance building height limitation of 35' as defined by the Zoning Ordinance. 3. GeneraI Sprinklers Provide sprinkler system plan. Floor/ceiling assembly to be designed to carry this load. 4. General Sprinklers 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 5. A3.0 Slate Roof The roofing system must be approved for wind loads in this area - provide information on the system to be used. 6. General Door/Win Please provide door and window schedule including hardware for egress doors. Glazing in a hazardous location is required to be glazed with safety material. -- Sec. 2406.3 & Sec. 2406.4 7. A3.0 Attic Provide attic/mansard ventilation that complies with Section 1505.3 8. A3.0 Floor Provide details (construction and location) of draftstops in the floor system. -- Sec. 708.3.1.1.3 Page 1 of 3 CITY OF KALISPELL BUILDING DEPARTMENT PLAN REVIEW dadrCa gctober6,1998 PROJECT NAME' South Field Tower ADDRESS: 1830 3►d Avenue East CONTRACTOR: WA ARCH/TEWENG'R: Jackola Engineering 8 Architeols 9. A3.0 Attic Provide details (construction and location) of draftstops in the attic/mansard. -- Sec. 708.3.1.2.2 10. A1.0 Lounge Exit (NE corner) Provide a landing on both sides of door. Note: The step & size requirements. -- Sec. 1004.9 & 1004.10 11. General Stairwells 12. A3.0 Stairs 13. General Stairwells 14. General Drinking Ftn 15. General Bathrooms 16. General Stair Encl 17. S 1.1 Soils Rept 18. A0.0 Loads 19. S2.0 Trusses -20. A1.0 Shaft/Chase 21. A1.0 Dampers 22. General Exit Signs Openings to exit enclosures are required to be 1 hour fire assemblies. -- Sec. 1009.3 (Per my discussion with Jim Tibbs, UBC Section 1009.1 Exception l does apply assuming the upper flight of stairs is separated from the lower one. The only stair detail available shows an open stair well for the outer stair wells.) Provide lobby stair details - rise over run, head room, wall separation, construction, etc. Chases in stairwell must be separated from stairwell space by a 1 hour fire rated assembly. — Sec. 1009.3 On any floor where drinking fountains are provided, at least 50%, but not less than one fountain, shall be accessible. -- UBC Sec. 1105.4.1 (Ref CABO/ANSI Al 17.1.4.2, 4.15, 4.25) Provide elevation and floor detail for ADA bathroom accessibility as well as wall and floor finishes. The walls of the stair enclosures must be 1 hr fire assembly construction. -- Sec. 1005.3.3.2 Include a copy of the soils report for the site to be built on. -- Sec. 1804.3 Summarize all design loads used in the design of this building on the plans. (snow, wind, seismic, floor/roof live & dead, etc.) -- Chapter 16 Include engineered truss drawings for the lounge area and the mansard trusses. Shaft enclosures - including elevator shafts and mechanical chases - must be 1 hour fire rated assemblies — Sec. 711 Smoke and fire dampers are required at penetrations of shaft enclosures — Sec 713.10 & 713.11. Exit signs are required from all areas where two (2) or more exits are required. — Sec. 1013.1 Page 2 of 3 CITY OF KALISPELL BUILDING DEPARTMENT PLAN REVIEW C�amcGi. October 6,1998 PROJECT NAME South Field Tower ADOREss: 1830 3rd Avenue East CONTRACTOR: WA ARcHiTEWENG'R: Jackola Engineering & Architects 23. General Elevator Elevator lobby/entrance area and associated machine rooms shall be provided with an approved listed smoke detector for elevator recall purposes only. — Sec. 3003.2 24. General Elevator In buildings 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 25. General Elevator Shafts or hoistways housing elevators extending through more than two floor levels shall be vented to the outside. Vents shall be capable of manual operation only. The area of the vent shall not be less that 3 'h percent of the area of the elevator shaft, and a minimum of 3 square feet per elevator. -- Sec. 3004 26. General Ventilation Per conversation with Shane Jackola, ventilation to be provided with a mechanically operated ventilation system. System shall be capable of supplying a minimum of 15 cubic feet per minute of outside air per occupant. — Sec. 1202.2.1 Page 3 of 3 cr L ��� L _ '98 OCT 29 RA, 9 59 RECEiYED Saturday, October 17, 1998 Mr. Darryl Byle PIans Examiner City of Kalispell Building Department 248 3Ave. East Kalispell, MT 59903 RE: Foundation reinforcing steel inspection for Southfield Tower Darryl, This office inspected the reinforcing steel in the foundation footings for the Southfield Tower project on Monday October 12'h and Wednesday October 14`s. All reinforcing steel that was inspected was of proper grade, spacing and it appeared that all minimum cover requirements were satisfied. The steel was properly tied off and fornung and placement appeared to be per plans and specifications from this office. Should you have any questions and/or concerns, please do not hesitate to call. Sincerely, Jackola Engineering & Architecture, P.C. flames W. Tibbs Mailing Address: P.O. Box 1134, Kalispell, MT 59903 Location: 317 1st Avenue East phone (406) 755-3208 fax (406) 755-3218 '� CSC 15 P?1 8 55 RECEP;ED City of Kalispell Building Department ATTN: Darryl Byle RE: Commercial Plan Review for Southfield Tower Darryl, Monday, December 14,1998 We have progressed the drawings on the above project and are enclosing them for your review. Following are our responses to your plan review letter dated October 6, 1998: 1. Plumbing drawings are included, mechanical drawings will be forwarded to you as soon as they are completed. 2. The height of the building has been addressed by bem�ing around the outside per our discussions with your office, see C1.0. 3. Sprinkler system plans and calculations will be forwarded as soon as they are made available to this office. 4. Same as above. 5. As soon as the bids are in from the roofing mfg., a spec sheet will be forwarded to your office showing compliance with the wind speeds. 6. Door/Window schedules have been added to A6.0 7. See sheet A5.3. 8. Floor spaces are not enclosed and will not require draft stops. 9. See A2.0 10. See landing and walk provided on C1.0. 11. 1 hour assemblies are provided where required. 12. See A5.1 for stair details. Lobby stair will be similar, sections will be forwarded when complete. 13. The "chase" in the wing stairwells will only be open space created by the jog in the brick. It will not be used for equipment that required a separation. 14. All drinking fountains are Hi -Low ADA compliant fountains, see P1.0. 15. Plan dimensions are found on A1.X. The wall elevations are shown on A5.2. There will be an ADA toilet per P 1.0 in each bathroom. The elevations can be dimensioned if you so desire. 16. The walls of the stairwell are solid grouted brick giving 2 hr rated wall for the 6 inch brick, and 4 hr for the 8 inch brick per table 7-B 1-1.1. 17. A copy of the soils testing performed at Haven Field is enclosed. 18. The design loads that were used are to the 1994 U.B.C. as follows: ■ Wind: 80 mph Exposure "C" ■ Seismic: Zone 3 ■ Live Loads: Snow: 46 psf with drifting and eave loading per App. to Ch 16. Floor: 50 psf Dead: 30 psf Partition: 20 psf 19. Engineered shop drawings will be provided when the contractor makes them available. They will be reviewed to the above loading criteria. Mailing Address: P.O. Brno 1134, Kalispell, MT 59903 pt*re (406) 755-3208 fax (406) 755-3218 City Response Page 2 20. All chases and shafts are a mimimu n of 1 hr rated. ± t_ 21. All penetrations through fire rated assemblies will be dampered and/or fire caulked as required. 22. See A9.0. $ ( t G . 23. This will be provided and noted on the electrical plan. Aen this is complete, copwill be forwarded. R A C J! y F D 24. The elevator provided will accommodate a wheelchair, a copy of the s ops are included to show compliance with the other sections. 25. See A5.3. 26. This will be provided with the mechanical plans when complete. If there are any questions or comments, do not hesitate to call. Sincerely, Jackola Engineerin & itecture, P.C. BY: January 20, .1999 Jackola Engineering 317 !"Ave East Kalispell, Montana 59901 Dear Sirs, This letter is in response to the conversation held in my office on January 20.- 1999 re: the need for a dry sprinkler system to cover the roof system for the Southfield Towers Building. The Mansard roof system proposed for the Southfield Towers building will not need a dry sprinkler system. The roof system will meet all the requirements of the Building Codes. ;iricerely, Fire Marshal City of Kalispell Post Office Box 1997 • Kalispell, Montana .,Telephone (406) 758-7700 • FAX (406) 758-7 »8" ' 99 Jn,4 21 Pal 4 17 RECEIVED City of Kalispell Building Department ATTN: Daryl Byle RE: Mansard on Southfield Tower Darryl, January 21, 1999 As we have discussed, we have contacted the City Fire Marshall in regards to the dry sprinkler system in and under the mansard of Southfield Tower. The issues are the sprinkling in the concealed spaces that the truss creates, and the 4' overhang. In conversations with them, we have explained that the roofing is concrete slate, and there will be no sources of ignition in the mansard (i.e. electrical). We have also brought out the point that the mansard is basically non-structural (excluding the eave) and the roof under it is sprinkled and will stand without the mansard attached. We have also discussed the eave is 4' to the end of framing of the truss on the building, plus the fascia and finish. With this it will be over 4'. The clock tower overhang does exceed 4' by 8"+/-. Attached is their response. Please review with your department and provide us with comments and/or clearance. We would encourage your to contact Mr. Seddon to assure that no miscommunication occurs. The building of the mansard trusses is awaiting your response, so any help in expediting the manner would be appreciated. If you have any questions, please call. Jackola Engineering & Ar , 'tecture, P.C. BY: SDJ/sdj Cc File Ted Clarke — Meredith Construction Company Mailing Address: P.O. Box 1134, Kalispell, MT 59903 phone (406) 755-3208 fax (406) 755-3218 JACKOLA ENGINEERING TEL N0.406-755-3218 Jan 26,99 17:37 P.01 January 26. 1999 City of Kalispell Building Department ATI'N: Darryl Byle VIA FAX RE: Mansard on Southfield Tower Darryl, As we have discussed earlier today, I understand that we have come to an agreelnem on the fire protection of ilia mansard on Southfield Tower. It is our understanding that the following will suffice in lieu of a dry-pipod sprinkler systern: 1-rr-c I . We will providq stops in the soffit that will not exomd 160 cubic feet of enclosed volume. Since tW offit sectional area is about 10.5 square fact, this equated to spming of about 15 fed or less. If we sheet a side of every 51h truss, it oqutls to 13' 4". The §pK n stops will be of 5/8" gyp, or IN' 7 ype "X" with the seams blocked. 2. Where the mansard extends over the roof, we have the option of baffling with a non- flammable material within 6-of the roof sheeting and Suing tha cavity underneath with insulation. We could also�4id s�tbp�this enclosed area into 160 cubic feet volumes. Since the sectional area above the roe s approximately IS square fect, this would equate to 10'-8" spacing, or every fourth truss. Again, this stop would be of 518" gyp, or W Type "X" with the scants blocked, 3. We understand that the soffit overhang in excess of 4' is ac oeptable for the mansard and clock lower. If your understanding is different than the above, please respond. We are proceeding with ilia tniss order and plan to imiall tlicsn in approximately 2 weeks. Thanks for your consideration. if there are any questions, please. call. lackola Engince ng uilecturc, P,C. BY:... -- SDJ/sdj (`c Bile Ted Clarke — Meredith Construction Company Mailing Address: P.O. Boa 1134, Kalispell, Mr 59M phone (406) 755-3208 fax (406) 755-MB JACK©LA ENGINEERING TEL NO.406-755-3218 Jan 27.99 16:13 P.01 r In Cily of Kalispell Building Department ATTN: Darryl Byle VIA FAX RE: Mansard on Southfield Tower Darryl, January 26. 1999 As we have discussed earlier today, I understand that we have come to an agreeinent on the fire protection of the mansard on Southfield Tower. It is our understanding that the following will suffice in lieu of a dry -piped sprinkler system: 1. We will provide fire stops in the soffit that will not exceed 160 Cubic feel of enclosed volume. Since the soffit sectional area is about 10.5 square feet, this tluated to spacing of about 15 feet or less. If we sheet a side of every 5th truss, it oquates to p3' -4". The fire stops will be of 5/8" gyp. or W' Type "X" with the seams blocked. 2. Where the mansard extends over the roof, we have the option of baffling with a non- flammable material within 6" of the roof sheeting and filling t ie cavity undenuatli with insulation. We could also fire stop this enclosed area into 16d Cubic feet volumes. Since the sectional arcs above the roof is approximately 15 square feet, }his would equate to ) 0'-8" spacing, or every fourth truss Again, this stop would be of 510" gyp, or W' Type "X" with the seams blocked. 3. We understand that the soffit overhang in excess of 4' is aoeotable for the mansard and clock tower since the excess is ineasured in inches and the area of concern is three stories above grace. If your understanding is different than (lie above, please respond. We are proceeding with the truss order and plan to install them in approximately 2 weeks. Thanks for your oonsiOtation. If there are any questions, please call. Jackola Enginecri & rchire, P.C. SDJ/sdj Cc File Ted Clarke — Meredith Construction Company Mailing Address P.O. Bot 1134, Kalispell, MT 59903 phone (406) 755 3M ;fix (400765-3218 TO: AL T HELS1J I COMPANY/FIRM: KALISPELL BUILDING DEPARTMENT 248 3rd. AVE. EAST KALISPELL, MT 59901 PHONE (406)7758-7730 FAX (406)758-7739 FACSIMILE TRANSMISSION CAT--'( MW A � FR- FROM: Cg^(G V�ER�l► AiJ RE: SOUThFiELI'D ETA MESSAGE: PG-L -rq V r'. DATE: FEC3 le ml FAX NO. : 758 - 775 g TOTAL NO. PAGES: 1 CONM r' -RM iT Perm,,17 N_01i_ tt�t,�►�'C�L L' +Ell V f�LV r ! 55 V Eb No Z6571 -1+, 3 3 3366 9 �, /7 PE/Z SoUR , a JHI.KULH tNb1NttK1NG ILL NO.406-755-3218 Mar 01,99 10:10 P. ti r FACSIMILE TRANSMITTAL SHEBT "ROM: Thor jackola O. SOX 1134 11 iri'. AVENUE WiLM' SPRLL, MONtANA, 5990 55. 32DO �55.3Z1b1 il'�o1a�00"r It.]: 1)"n Wkhis GOWAN Y. C sty of Kalispell Building 1 apartment i .. rt: 1 rk ----- I'1lt�Nl{ NIIMItI{]t: ^ 7.% 7:19 kh: TOTAL NUMBER OP PAGES: Inspection on Scmthfidd Tower 1 ®®. ,� ice........ � ...�.... ❑ I IRGIdNT Q FOR RI;VIHW ❑ PIXASL+ COMMENT ❑ PLEASE REPLY ❑ PL1'iASlr R1+(:Yra.l: Dwain, I ruzeived your fax this morning. We have been performing close inspection of all masonry, steel, concrete and fran]ingon the Southfield'1•ower Project. We hav(,. already sent a letter to your office on October 17a'.1998 regarding our fouAdation and concrete. inspection. 'Il]c stn)chlral steel, masonry, and structural wood framing is nearing completion. We have b ew performing continued inspection of work in progmss. When the structural elements ate completed, we will issue a letter of inspection of work lxrfonned. If then is anything specific you wish to discuss, pkme feel free to give me a caL '1'IIV. INFORMATIDN CONTAINED HEREIN IS PROPRIETARYiAND CONPII)1iNT]AL. ]I' RFGEIVE1) ON ERROR, PLEASE CONTACT US AND DESTROY THIS COPY. Monday, April 26, 1999 City of Kalispell Building Department A TN: Darryl Byle RE: Inspections, Southfield Tower Darryl, The majority of the masonry, steel, and structural framing have been completed on this project. This office has provided continu:il visual inspection of these items. We have found the framing, steel, and masonry to be of adequate construction workmanship and materials according to our visual inspection for obvious defects. If there are any questions or comments, do not hesitate to call. Sincerely, Mailing Address: P.O. Box 1134, Kalispell, MT 59903 phone (406) 755-3208 fax (406) 755-3218 CD "� -oh cc 'r C/1 w00 Og 00 O(D — -1 ID i� ChwS tT� !P.m 9,�� A dH QQ tD n Cl)fD CD CY" Fes+ A�3 Ktn OOr�w� A p•(D wry O�O A O r—,=D wm'w- OP f�DOC Oa>�Vwa��to .C'crq'OOytDw� CD ''crtDSS A.7 'O CD aKfD owo(Droy 'X ,may CD C+ �C,. V = "-. 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