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Correspondence IP '• Tr y INDUSTRIES, INC. MEMORANDUM TO: Bob . Poskin RECEIVED • City of Tigard . FROM: Steve Johnson S E P 0 3 1999 VIP'S Industries, Inc. COMMUNITY DEVELOPMENT RE: Building Plan Review BUP #: 99 -00317 Phoenix Inn Expansion Project REVIEW COMMENTS - AUGUST 3,1999 DATE: September 2, 1999 . Bob: I forwarded your ,comment letter of 8/3/99 to our architect, Charles Hagel and Associates. I have justpicked up from them the reyised submittal documents addressing each of your review comments, and I want to forward them on directly to you. . Per your directions, I 'accompany those revised documents with this letter indicating our specific response to each of the comments contained in your comment letter of 8/3/99. To aid in that exercise, I also enclosed a file copy of your letter of 8/3/99, with hand written comments from, the Project Architect reciting his specific response. Hopefully,by reviewing these two items together you will have very specific and accurate response to each of your comments. For ease of reference, I will simply work through the items from your letter of 8/3/99 in the same order in which you recited them yourself. Accordingly, immediately below are our formal responses to your comment letter of 8/3/99: • Y COMPUTANCE. 1. Acknowledged and agreed . . , 2. Energy Calculations are being developed as . this memo is being written,. - and will be submitted directly to you under cover of separate letter next week. Per our telephone conversation the day before - yesterday, this will not delay your review of these responses. • • 29757 SW Boones Ferry Rd. Wilsonville, Oregon 97070 . • Telephone 503 - 68219284 o FAX 503 -682 -9257 • FIRE : =TItE SAPETY./A:CCESSI B IL 3 IT'Yef= • A. Sheet #2 1. Added five foot sidewalk around and through, to the street front of the existing building; changed door swing to permit emergency exit; and changed exit door from meeting, room into court yard from a #4 to a #1 door. 2. Changed subject doors to a 20 minute with holdopen -heat and smoke activated. 3. - Revised door swing and clearance. 4. Added note to Sheet #7 providing appropriate instructions. 5. Panic hardware noted on hardware schedule and door schedule. 6. . See note added. on; Sheet #2. . B. Sheet #3 1. Two accessible rooms added -one on first floor and one on second floor. One is with roll-in shower. 2. Note has been added on.Sheets 2, 3, 4, and 5 explaining that number inside of diamond symbol describes the stairwell number assigned. . C. Sheet #4 &5 1. We will provide an Evacuation Assistance Plan in lieu of area of - rescue assistance. D. Sheet #10 ' 1. Acknowledged -see note on Sheet #10. - E. Sheet #1.1 1. - Detail has been revised and corrected. 2. Detail has been revised and corrected. • F. Sheet #12 1. Detail has been revised and corrected to reflect 5/8 Gypsum sheeting. G. Sheet #15 1. We have confirmed with our mechanical contractor that 50 CFM fans are adequate and appropriately designed. This detail and design is standard for all previous hotels in all previous jurisdictions, including Oregon, Washington and Arizona. H. . Sheet #S6 - . 1. See note added .on Sheet S6. See also roof plan on Sheet 10 at gridlines 6 (a) and 7: See also additional note in detail A /9. 2. See note #3 on Sheet 0. Roof trusses are bid - design, and will be submitted at later date when available, together with engineer's stamp and calculations. Per your instructions, enclosed herein please find three copies of revised plans. Please review the enclosed plans, together with this cover letter, and advise of further comments, if any. Again, please direct your comments, questions, and responses to me specifically at 682 -9284 in the interest of time and convenience. I will coordinate with the Project Architect, as needed. Thank you for your courtesies and cooperation throughout. Truly Your Steven V. Johnson • Enclosures: Architectural Drawings-Sheets 0-17 Structural Notes - Sheets S-1 —S-8 • ,t vU� ).ioovs YY)/a0 ®R) )e, ) 91 August 3, 1999 II"1; CITY OF MA •'D Charles Hegel and Associates OREGON 11580 SW 67th Tigard, OR 97223 RE: Phoenix Inn Building Plan Review 9575 SW Locust PC #: 7 -37c BUP #: 99 -00317 Submittal documents for the above referenced project have been reviewed for conformance with the applicable 1998 Oregon Specialty Codes and other applicable codes and standards. The following comments are noted: :� r vim., ��,� _� ���,v,�x'�,.�. 9C. MPLIANCE . ,....y, �� st�� �. �� °:F = = ° � £; .: �.,M�. >_ EN ERGY. O �:r. .�_.. �� ..��,. �. , _ . <sa,. .,.�z.r ,::za�'ir ,._�,.,v.,�s�-ens. � -.�:.. .,., n„- �ry.,�_.,,, ,... ... ., �' %��7.�"`�� >'ea� �.4,Tx2 N oT -)) \e1 L4 10-su L, 7 T j3�rj LI 1. Building shall comply with OSSC, Table 13 -A. i _ t __, S 2. Submit completed Energy Compliance Forms 2a, 3a, 3b, and 5a through 5c from the April 1, 1996 Revised Oregon Energy Code. - T-b T SugW) FIR L1 :E=`SAFETY /A. CCESSIBILIV4K ; C s' , „ , n Sheet #2 1. Provide details on how you will comply with the exit discharge provisions of OSSC, Section 1006.1. Keep in mind that if you elect to use the exception on 1006.1, you must also consider Chapter 11, Section 1103. �+ � �� V (4 _ TD j j G RAN &J - c P E:W i t C-1 �1 c�1 L pezzzla 4- 7 , 2, Your door schedule indicates doors labeled #18 have a 90 minute rating. My A 4j 17002 question is why? - 1-IAP 7T2 A 0a PO 'N 12, H EAT S I 1g 3. Exit door #1 exiting from the court yard shall swing in the direction of travel. OSSC, Section 1003.3.1.5, and be equipped with panic hardware, OSSC, Section 1007.2.5. Zt (I S Nc E I N 4. All rated doors shall be labeled in accordance with OSSC, Section 1004.3.4.3.2.1. 7- Lc' N o 7 Ea 5. Door labeled #5 shall be equipped with panic hardware. OSSC, Section 1007.2.5. Pa L H Al inf mod' L r TE c ©4v H JR 2- 14 6. The meeting room shall have the maximum occupant load posted. The maximum is 99. OSSC, Section 1007.2.6. 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 1pr Phoenix Inn Building Plan Review PC #: 7 -37c BUP #: 99 -00317 Page #2 Sheet #3 :, ' 1. Provide two handicap accessible rooms. OSSC, Table 11B. 2 os No try �5-7 # an - _ - c Ni \U/ fZo LL, -I iNi S Ho &- (Z 2. In your exit enclosures you are showing an identification symbol diamond in shape with a number assigned. Provide details on the meaning of these symbols. SLL— �� IN / f 1 / - / A 02 i L ' Sheet #4 & 5 t 1 1. Provide an area of rescue assistance, complying with OSSC, Section 1107. \r\I P Tn P 2 Y I o \(/ v ` - 0 c' d-J AsS1s VcL Pct q■.) su Sheet #10 ile 1. Prior to final inspection, the roofing contractor shall supply the city with a letter of certification, that the roof meets "B" provisions. OSSC, Table 15 -A. Sit= _ it.)oTE s T t I Sheet #11 . 1. Detail 5/11 (typical). Provide 2 inches of fire blocking for each side of the one - hour occupancy separations. Sheet 11 shows 3 inches. OSSC, Section 708.22. Ste- PT—c— E Y) St 5 �� 2. Detail 3/11 (typical). Provide 2 inches of fire blocking. SEA i:: ci t2. v) sir Sheet #12 M. 1. Detail 3/12 - the detail does not comply for a one -hour wall. Use 5/8 x gypsum sheeting. GA- 600 -97 Fire Resistance Design Manual - GA file WP 8105. c5 >-- 07 v)SEff:). W/ 57' 6> PSV01 SI- n Sheet #15 1. Confirm through your mechanical engineer that 50 CFM fans are adequate in design, for the length of the duct. Sheet #S6 5-.E°. MOTi . �° 1e 1. Provide draft stops in accordance with OSSC, Section 708.3.1.2.2. T )® Cam/ c �N�S 6 i ril L 2. Provide truss drawings. S 2 N.15 )Ls S -r c =7 / 7 j AprDF� No-k- - 7 - .7 13i -1:7 F q Please submit three copies of revised submittal documents and a letter indicating our 1 response to the above comments for review. Please call me at (503) 639 -4171 if you have any questions. Sincerely, iqtaJa a.r: Robert Poskin, CBO SENIOR PLANS EXAMINER is \bld glprm s yslbu p99317. doc • INDUSTRIES, INC. MEMORANDUM TO: Bob Poskin City of Tigard FROM: Steve V. Johnson 0 VIP`S Motor Inns, Inc. SUBJECT: BUP 1999 -00317 DATE: September 8, 1999 Bob: Per your memo of 9/7/99 providing a second round of plan check comments, enclosed herein please find the following: • 1. Special Inspections form (3 pages) 2. Energy Calculations (7 pages) These documents should take care of items one and four of your memo of 9/7/99. Please review and advise immediately if either form is incorrect or incomplete. This will confirm that I will continue to work on satisfying items two and three of your memo. Thank you. • • 29757 SW Boones Ferry Rd. • Wilsonville, Oregon 97070 Telephone 503 - 682 -9284 • FAX 503 - 682 -9257 • I • September 9, 1999 CITY OF 11O� Braun Intertec OREG PO Box 17126 Portland, Oregon 97217 PERMIT NO: Site # 1999 -00049 / BUP 1999 -00317 OWNER: Phoenix Inn PROJECT ADDRESS: 9575 SW Locust PROJECT DESCRIPTION: Hotel TYPES OF SPECIAL INSPECTION: As per Program attached The owner has notified us that he /she will retain your services to perform Special Inspections in accordance with the provisions of the State Building Code, permit documents and special inspection requirements. The owner or the owner's agent must also confirm with you that they have authorized you to do the special inspection work. As the regulatory agency, the City requires that you do the following: 1. Submit copies of all inspection reports promptly to the building division, Architect, engineer, and the contractor. 2. Maintain one copy of each field report at the job site. 3. Submit a final report at the completion of each category of work that you Inspect. (See UBC Appendix Chapter 13 for soils special inspection final report requirements.) If you fail to comply with the above requirements, there may be cause for the City to revoke your authority as special inspector for this job. Should you have any questions, please call me at (503) 639 -4171 X 392. Sincerely, ii- Ro ert D. Poskin, C.B.O. Senior Plans Examiner • 13125 SW HaII'Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 CITY OF TIGARD A Program for Inspection Services and/or Material Testing Date: ff (-8 ,19'R City of Tigard: Plan Ck. No. 1-3/c Bup No. clef -.66..74 Sit No. 5)-000 li g Project Title: PI}oe.,Jtx - c ri 14CPCI.n.V0AiddreSs qS Suj Lour Architect of Record C ►ka.u9.s l -be, ��. � ° Ph. (920 ' 3 SZes• • address: i 15go 4.( .0 to'l.# • T74,4a,b 112z3 14--T c.. c..`£. s Hi -G EL Structural Engineer of Record: - T72.r ee•24.3ca Ph. 1:26"--4-s-/-2...- address: 2ia3G. �� I14Rr -�%* - YoQ.rzp.JD t ? i Geo- Technical Engineer of Record: Gee s t+►c. Ph. 9(0$- 2 ,068 address: 114'° Zw o Go4e4 re.4.1 — -Po2ri.MD, 4 Pad, Pr '. -Iv R.0 "S.5 CM A Provide the following information for the testing agency chosen to provide inspection services and/or testing. Testing Agency: Y V /1) t P C Ph. k9 -1778 Fax. 181 - l ei t 8 address ( 0 3 Z v\) C (l1 T r c 1 c( �. S kd l 'o �Z cu Pd 1°`-T 0 w 0, Geo - Technical Agency ' C4a-I-c-S L-1141%" Fax. address The owner certifies -at the . • ye noted Agency has been employed to conduct the . • : inspections • obse . ins required herein. ..• _ 62 mot - ? -C Signature of Owner Phone No. Date 5 cc) &Iv V . J OV•V.M SO Q S Wr vv ` V -S I ` u- L Q Qs g t te,. - mint name Company name The following is a list of special inspection and/or services required by the 1996 Oregon Structural Specialty Code and Tigard's Municipal Code 14.06.010 through 14.06.040. The special inspections and/or testing services required for this project to be provided by the Testing Agency, Structural Engineer or Geo- Technical Engineer of Record are as follows: • Special Inspectors for the Testing Agency shall be qualified, to the satisfaction of the Building Official, for inspections of the particular type of construction or operation. • Special inspectors shall observe the work assigned herein for conformance with the approved plans and specifications and, submit copies of all inspection reports and, a final signed report in accordance with OSSC, Section 1701.3 to the building official. Structural Inspections Services and Material Testing ::Decriptiort so : :: 1. Concrete. OSSC, Section 1701.5.1 and Section 1903, 1904 and 1905 a. Review concrete mix designs • b. Inspect the placing of reinforced concrete. > — c. Observe the taking of test specimens. d. 2. Bolts Installed in concrete. OSSC, Section 1701.5.2 a Prior to and during the placement of concrete around bolts when stresses • permitted by section 1925 are utilized. • b. • 3. Special Moment-resisting Frame. OSSC, Section 1701.5.3 and section 1921.9 a Provide continuous inspection of the placement of reinforcing steel and concrete, and submit a certificate indicating compliance. ' b. 4. Reinforcing Steel and Pre-Stressing Steel Tendons. OSSC, Section 1701.5.4 a. Inspection of reinforcing steel and pre stressing tendons before stressing and grouting of tendons in pre stressed concrete b Observe and record results of all tendon stressing in pre stressed concrete. Observe grouting of all tendons in pre stressed concrete d. 5. Structural Welding. OSSC, Section 1701.5.5 and Section 1703 a. Observe the welding of any member or connection designed to resist • loads and forces required by the OSSC. b. Visually inspect floor and roof deck welding. c Visually inspect welded studs when used for structural diaphragm or . composite systems. (shear walls) d. Visually inspect welding of stairs and railing systems. e. Check certification of welders doing work on site. • f. Visually inspect the welding of studs and joist. (part of a.) g. Observe the welding of special moment-resisting steel frames, and conduct non-destructive testing required by OSSC, section 1703. h. Observe the welding of reinforcing steel. 1. Description of Service • ; No:• • :,;, • • _ . 6. High Strength Bolting. OSSC, Section 1701.5.6 The installation of A325 and A490 bolts shall be in accordance with Chapter 22, Division IV a. Verify bolt types, diameter and installation • Periodic inspection shall be in accordance with OSSC, Section 1701.6 b. C. 7. Structural Masonry. OSSC, Section 1701.5.7 and 2105 Other than fully grouted open - end hollow - unit masonry. a. Visually verify placement of masonry units, reinforcing steel, inspection of grout spaces and taking any required prisim or test specimens, and be ( X ` present during all grouting operations. For fully grouted open - end hollow - unit masonry . b. Visually verify the start of laying units, placement of reinforcing steel, • taking prisms or test specimens, inspect grout spaces and be present during all grouting operations. C. Verify that grout and mortar materials and proportions are in accordance with OSSC, Table 21 -A for Mortar and 21 -B for grout. a. e. 8. Spray - applied fireproofing. OSSC, Section 1701.5.10 a. Visually verify the substrate condition, thickness determination and confirm density report are all in accordance with UBC, Standard 7-6 b. • 9. Piling, Drilled Piers and Caissons. OSSC, Section 1701.5.11 a. Present during driving of piles and subsequent testing, b . Inspect the construction of cast -in -place drilled piles or caissons. C. Observe placing of reinforced concrete. d. Observe placement of reinforcement steel e. 10. Shotcrete. OSSC, Section 1701.5.12 a. Observe taking of test specimens b. Observe the placement of all shotcrete used for structural members. Submit a statement of compliance with plans and specifications. C. Visual examination of completed shotcrete work. • Submit a report of the three test specimens required. d. SOILS Inspection Services and Materials Testing Special Grading, excavation and filling MEMORANDUM CITY OF TIGARD TO: Steve Johnson FROM: Bob Poskin DATE: 09/07/1999 SUBJECT: BUP 1999 -00317 - Steve: The following issues remain outstanding on your building permit application: 1. Submission of required energy forms. 2. Under the provisions of OSSC, Section 1006.1 "Exit Discharge" , the exit from the new building at the main entrance going to the parking lot is required to discharge ultimately to a public way. This is not occurring with this exit. There is an exception that states the discharge can lead to a safe dispersal area at least 50 feet from the building. The safe dispersal area is based on 3 square feet per occupant. The occupant load of the new building is 198. The safe dispersal area must be equivalent to 597 square feet. It appears that a sidewalk can be provided between Kwik Copy and your parking lot. The grade requirements are 1 in 20. Please advise what approach you intend to take. 3. Provided for your use is a copy of the Operational Guidelines for building evacuation, required to meet the conditions of the exception on OSSC, Section 1107.1 Exception 1.2. 4. Please return the Special Inspection forms provided in my 8/3/99 letter. Questions? please call me at 639 -4171 X 392 89 - 88 - 1999 12 :05PM FROM SUPER ONE INC TO 6829257 P.81 t 1: Post -it Fax Note 7671 Dat =., /`I piles' To Fro Co./Dept. 1 , J Phone # Phone Clarks Energy Services Corporation — _ 800 NW 611H AYE 3rE 202 Fax # Cbs r Fax # PORTLAND OR 97209 P, (503) 224-8145 F, (503) 224-0841 cesc ®tecepon.corn O Andy Ilg Super One Inc. 10950 SW 5th, Suite. 150 Beaverton, OR 97005 September 02, 1999 RE: Building Envelope, Energy Code Compliance for 45 Unit Addition to Phoenix Inn, 29757 SW Boones Ferry Rd, Tigard, Oregon • Dear Andy, As requested, we have reviewed the above project for building envelope compliance with Chapter 13 of the 1998 . Oregon Structural Specialty Code. Since this is a four -story building, it is considered "non- residential" (Group R -1 occupancy) for building envelope energy code requirements_ Perimeter slab edge insulation around the entire building is not required. Unlike residential windows, commercial windows requires a shading coefficient which can be achieved through selective low -e coating. We have included Forms 3a and 3b, which demonstrate compliance with code requirements. The following list summarizes these requirements: 1, Exterior Windows All exterior windows shall have both: • Two panes of glazing with a 0.5 -inch airspace with low -e coating or an NFRC tested U- factor of <0.54; and • A center -of -glass shading coefficient of <0.57 or an "overall" NFRC tested SHGC <0.50. 2. Exterior walls Above- grade, wood stud walls • P. 1 89 - 08 - 1999 12 :05PM FROM SUPER ONE INC TO 6829257 P.02 R - batt insulation installed between wall framing with one perm vapor retarder installed flush against heated side of wall This includes walls separating lower lever and adjacent to crawlspace. Concrete below - grade/basement walls • R - 7.5 insulation installed in furred -out walls. This can be accomplished with 1 -1/2 inches of polyisocyanurate installed between 2 x 2 furring strips. 3. Exterior ceilings R - insulation installed above exterior ceilings. There are two exterior ceiling spaces, above the walkway between existing and new buildings and third floor. 4. Concrete slab edge • Slab edge insulation is not required per non - residential energy code requirements. 5. Underfloor areas (several floor joist sections: 1 floor) R - insulation shall be installed in the floor joist sections under the first floor, over crawlspace. Insulation must be installed in substantial contact with floor deck. 6. Exterior storefront glazed doors Glazing in exterior storefront doors may be single pane. We recommend installing double glass to reduce heat -loss and prevent condensation. 7. Infiltration Penetrations in the exterior envelope shall he sealed, and windows and doors shall be caulked, gasketed or weather - stripped. 8. Recessed lighting Any recessed lighting fixtures installed within exterior ceiling insulation shall be Type IC rated. Mechanical and Lighting sheets were not included in drawings that we reviewed. We did not complete Mechanical and Lighting Compliance Forms. If required of us, this service can be provided at a Iater date. Also attached is a document that summarizes building envelope measures necessary to comply with non - residential requirements. It may be necessary to provide this information on the plans for the building department. P. 2 09 -08 -1999 12 :05PM FROM SUPER ONE INC TO 6E29257 P.O3 It was a pleasure to assist you with this project. We look to forward to helping you with any future projects. Please call us at (503) 224 -8145 if you have any questions or need more information. Sincerely, • Curtis James Clark, PE President attachments: 1 P. 3 V �imrVll1 . Wes. Ai August 3, 1999 "' ._ CITY OF TIG Charles Hagel and Associates OREG 11580 SW 67th Tigard, OR 97223 RE: Phoenix Inn Building Plan Review 9575 SW Locust PC #: 7 -37c BUP #: 99 -00317 Submittal documents for the above referenced project have been reviewed for conformance with the applicable 1998 Oregon Specialty Codes and other applicable codes and standards. The following comments are noted: ENt#0 COMPLIAN . ;alf . , ;LC ,, .', . ;f :'. :: , `°V - � Ti Qg t . tP(L Building shall comply with OSSC, Table 13 -A. .0/ Submit completed Energy Compliance Forms 2a, 3a, 3b, and 5a through 5c from the April 1, 1996 Revised Oregon Energy Code. FIRE,LIFE SAFETY /ACCESSIBILITY ; 4f : li ar S #2 . Provide details on how you will comply with the exit discharge provisions of OSSC, Section 1006.1. Keep in mind that if you elect to use the exception on 1 006.1, you must also consider Chapter 11, Section 1103. ur door schedule indicates doors labeled #18 have a 90 minute rating. My re question is why? Exit door #1 exiting from the court yard shall swing in the direction of travel. (O 0 V OSSC, Section 1003.3.1.5, and be equipped with panic hardware, OSSC, Section 1007.2.5. There shall be no exterior entrance hardware, allowing re- 1 entry. � rated doors shall be labeled in accordance with OSSC, Section 2. 1004.3.4.3.2.1. . Door labeled #5 shall be equipped with panic hardware. OSSC, Section ' 1007.2.5. . The meeting room shall have the maximum occupant load posted. The maximum is 99. OSSC, Section 1007.2.6. 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 Phoenix Inn Building Plan Review - • PC #: 7 -37c BUP #: 99 -00317 Page #2 et #3 . • Y/ _., Provide two handicap accessible rooms. OSSC, Table 11 B. In your exit enclosures you are showing an identification symbol diamond in shape with a number assigned. Provide details on the meaning of these symbols. - Sheet #4 & 5 - el 1. Provide an area of rescue assistance, complying with OSSC, Section 1107. 4 et #10 Prior to final inspection, the roofing contractor shall supply the city with a letter of - - •-�� ,' ' ; d° ' ;� certification, that the roof meets "B" provisions. OSSC, Table 15 -A. ,,1- - :, � 7 Sheet #11 Detail 5/11 (typical). Provide 2 inches of fire blocking for each side of the one - hour occupancy separations. Sheet 11 shows 3. inches. OSSC, Section 708.22. Detail 3/11 (typical). Provide 2 inches of fire blocking. • 2 ib,:•-t ' Detail 3/12 - the detail does not comply for a one -hour wall. Use 5/8 x gypsum sheeting. GA- 600 -97 Fire Resistance Design Manual - GA file WP 8105. et #15 ` Confirm through your mechanical engineer that 50 CFM fans are adequate in design, for the length of the duct. -et# •6 1 111/Provide draft stops in accordance with OSSC, Section 708.3.1.2.2. i Provide truss drawings. l �i M Please submit three copies of revised submittal documents and a letter indicating your response to the above comments for review. Please call me at (503) 639 -4171 if you have any questions. Sincerely, a . t K Robert Poskin,. CBO _ SENIOR PLANS EXAMINER • i:\bldgkprmsyslbup99317.doc