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12325 SW KATHERINE STREET-9
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I 2 3 .� 4 _5 6 7 — 8 9 10 11 12 DRAW Ill, IS LESS i,ILAR THAN THIS NOTICE, If IS OUE Iu T11f QUALITY or 14 ORII,INAI DRAW INI'• OC 62 82 LZ 92 92 02 EZ ZZ IZ 02 61 81 LI 91 SI bl E ZI II 01 6 9 L 9 S 11111111111111111111111111L111111111IIIIIU11111111111U11�11U11111111!11nu1 n ,'n11111�111111111111111111111U1111111111111Ill I'll II I I Idt o 11111111111 IT o ll I I III I I UIC111111111111uulnlllnnlullbulb1111nIIlII111NRIIInIn1111u111u111w11t11111uIIlu I�Jnlllulnnlllnhluhlll J IUN11 3 19 9 t . .�..�...�,.."vaury ..,. -•.WiW�ynyT:�VwWY��y.wYWML0.w.rw•NnwW�9�M��F141�1rIW1Y:�s4M�WWVWfeN�" SW 121ST & KATHERINE STREET - Y u v G N L x L� .n N RECEIVED SELIG HEINSLEE OCArchitects (Hill P1r1111 ere ._ --- 213 sic Ash Street,Porflnnd,Oregon 97204 Mephone:(503)224-0173 4 October 1979 Mr. Ray Johnson Department of Commerce Building Code Division Plans Review Section Fourth Floor, Labor & Industries Bldg. Salem, OR 97310 Re: South Tualatin and West Tigard Elementary Schools Dear Ray: The following are the minutes for the meeting held in your office on 20 September 1979 to clarify the exit requirements for the platform at both schools referenced above. PE.rsons present were: Ray Johnson - Building Codes Division Mr. Stender - Office of State Fire Marshal Jim Kenworthy - Tualatin Fire District Don Brennan - Wilsonville Building Inspector Xavier Rueda - Selig/Henslee Architects Charles Selig - Selig/Flenslee Architects The following items were discussed: 1. A platform does not require two exits unless the occupant load exceeds 50. 2. The occupant load of the platform, when used with the opening closed as a teaching station, shall by determined as for classroom use: 843 SF - 20 = 42 occupant load with one exit required 3. The occupant load of the platform, when used open to the Multi-Purpose Room, shall be determined as for an assembly area with concentrated use: 843 SF : 7 - 120 occupant load with two `zits required 4. The exit from the platform through Instrument Room 26 meets legal ex't requirements. �,. The exit from the platf,-,rm thro"gh Storage Room 28 will not be accepted as a secono leqal exit unless properly supervised by the Fire Department (see Item (c) below). It was resolved that: (a) The platform shall be posted for an occupant load of 50. lI�I2LFti i SFLIG AIA / 10NN L.NENSLEE AIA W W W Wl� W W It Ray Johnson - S. Tualatin & W. Tigard Elem. Schools - 4 October 1979 - Page 2 (b) The door from the platform to the Instrument Room shall be labeled "EXIT". The door from the platform to the Storage Room shall have an "EMERGENCY EXIT" sign. (c) If the platform is going to be used for an event that will exceed the posted occupant load of 50, the School District shall contact the Fire Marshal so that a representative from the Fire Department can be sent to supervise the exiting from the platform in case of fire or emergency. The Fire Department' s representative shall be reimbursed for his time by the Schoul District. END OF MINUTES Sincerely, Xavier E. Rueda cc: Mr. Stender Jim Kenworthy Don Brennan Deb Fennell Jerry McBath Clayton E. Norton Robin Fritchman Edward Walden XE R:nc er/f eOt i F Department of Commerce Fire Marshal Division ROBERT V, srRn,In 103 LABOR & INDUSTRIES BUILDING, SALEM, OREGON 97310 PHONE (503) 378-4917 covuro• December 20, 1978 Xavier E. Rueda 213 SW Ash Street Portland, OR 97204 lie: Plan Review #78-632, West Tigard Elementary School Dear Mr. Rueda: I have reviewed your request for relief of item #3 of the above plan review and find your proposal to include automatic detection, as well as automatic sprinkler protection of the multi-purpose room, as an acceptable alternate method of construction as specified in section 106 of the State of Oregon Structural Specialty Code and Fire and Life Safety Code. Approvals by the Building Officials and Tualatin ItFPD have been re- ceived and entered in our files. Sincerely, CLYDE W. CENTERS SPATE FIRE MARSHAL cc: Tualatin RF.PD Tigard Bldg. Dept. �-' Wilbert Russell, Dist. Deputy flans Review Section CWC:rs i ••-"--WARTMENT OF COMMERCE-PLANS REVIEW SECTION NOTICE OF PLANS REVIEW ` ROOM 376,STATE OFFICE BUILDING, PORILAND 97101 SPRINI<LEI: (THIS IS NOT A BUILDING PERMIT) Building . WES'_TZGARp_LIEtQUAIRY SCLLQOL---SW 12.4T1L_&_1SA7:EI} }3T.NL_----_--. Na. _76-1:H1___ Building ' County WASHINGTON Occupancy E-1_-_ Const,_ VAN Sound Value 16e_600o _Plan Fee. " 2.00_ Architect ]BASIC Now Bldg. ❑ Addition ❑ Alteration Date Received ll/16/7Fi_. NIS NIS 11/21./78 Owner Address —.— Date Reviewed _ ._.._ Stories - Area /—_.._- Attic Fire Walls -Fire Escapes—_ __._ Exits /--ft. Main Fir. Basement Ht. SfePSSPRINKLER Tot.V!idih Stairs _ / Vert. Shafts /-_ Sprinklers Man. Alarm ____ S.P. Closed Closed No Yes Area Covered Int. Size Ext. Ext. / HE Det, Floor Ceiling Roof__—_ Str. Members Class No. Type Area Covd. Wall cover Htr. rm. encl. Type flue.- Type Htg. System _ Fuel Ext. Int. The submitted plans have been reviewed for conformity with fire protection statutes and regulations of Oregon admin- istered by this office. Items No. -� _-- - --.--. - checked on the enclosed list are applicable. These, items and any specially noted provisions must be incorporated into the project to meet current fire protection regulations. Approval of submitted plans Is not an approval of emissions or oversiglits by this office or of noncompliance with any applicable regulations of local government. REMARKS: 'PHIS IS�rIRE ANA_�IIFE_SAFETY PLATL.REVIEW-O ERING-TIIETNSTALLATION _ AN AUTOMATIC _FIRE SUPPRE55101i__SXSTEM-THM_UMUT THE _ABOVE_-ZAOILITY.`a _ OONNEC7'[ONS -R FI- -DEPARITENTS SH -BE APFMVEiZ_11Y_T11L APPLICABLE _rTRE DEPARnE To .THE INSTALLATION IS_SI�. Z_ T_�0. ONSITE ApFRO�. L BY_T11E_AIiUORITIFi-HAV7NG JURISDICTION THIS REVIEW DOES NU COVER REGULAT MS-FOR_ INSURAIRCL-GREDITSe — THE PLANS_ARE ACOEPTABLE AS SUBMITTED .SUBJECT -TO i11F..FOLLOWING REMARKS_t a) IF THE CANOP�.CONTAIN5 A�VY_EXPOSGD COBSJ,S;L1}LE_ TERIAL��T_SIIALL FULLY 5PRINKLEREDe ��] ' ✓ - > Examined by r PAGE 1 of 2 Copies to: APPLICANTIF FILE IFDEPUTYgSFM90WNERpBLDGeDEPT.i IRE DEPT.�ELE rS SP' BS-811 DEPARTMENT OF COMMERCE-PLANS REVIEW SECTION NOTICE OF PLANS REVIEW ROOM 776, STATE OFFICE BUILDING, PORTLAND 91101 (THIS IS NOT A BUILDING PERMITI SPRINKLER ., Building _ WEST TIGARD-ELEMENTARY 5CLIQQL_ SW 124_�A�KATLU:I2INL' —.- No. __.7811:711 Building Address b) A WATER SUPPLY OF 500 GepeM�_,FLOWING WITII._A-RESIDUAL pRESSIM-E_.Q_F_.U_pas ele IS REQUIRED AT THE BASE OF 'Tf1E RI5ER FOR PROPER OPERATION OF IS BYSIEMta WWI SELIG / NENSLEE Architects alld Planners 213 srn Ash Strect, Portland,Oregon 97204 701rphune:(503)224-0173 23 October 1978 -Mr. Ed Walden Mr. Joe Greulich - Fire Marshal Tigard Building Official Tigard City Hall - Bldg. Dept. Mr. Jack Palmer - Asst. Fire Marshall P.O. Box 23397 T.R.F.P.D. Tigard, OR 97223 P.O. Box 12.7 Tualatin, OR 97062 Mr. Charles Thompson Tualatin Building Official Tualatin City Hall - Bldg. Dept. P.O. Box 428 Tualatin,, OR 97062 RE: South Tualatin and West Tigard Elementary Schools Gentlemen: Enclosed please Find a letter dated 23 October 1978 to State Fire Marshal Clyde Centers and related correspondence with respect to the new elementary schools in Tualatin and Tigard. I find the letters will be self explanatory. Your confirmation is required and a space has been provided for your respective signatures on a copy of the letter to Mr. Centers. If you concur, please sign and mail to Mr. Centers. If you have any questions please call . Sincerely, Xavier �Rueda XER:lf Encl c IIARLES E.SEL.IG AIA 1 JOHN L.I4NNI I 1 AIA i = Department of Commerce Fire Marshal Division Onrc` PA'`' 103 LABOR & NDUSTRIES BUILDING, SALEM, OREGON 97310 PHONE (503) 37£3-4917 October 20, 1978 Mr. XI'OR ueda Selig/ rchitects 213 S . reet Portly04 Dear Mr. Rueda: Re: South Tualatin Elementary School (#78-631) West Tigard Elementary School (#78-632) Attached is a copy of a letter addressed to Mr. Ray Johnson of the Department of Commerce Building Codes Division dated July 28, 1978 in which you addr::ssed several subjects in regards to the construction of the South Tualatin El.e,mentary School and the West Tigard Elementary School. It is requested that your proposal in Item 3 for the use of an alternate method of construction as provided in Section 106 of the State of Oregon Structural Specialty Code and Fire & Life Safety Code be submitted to this office in letter form. Upon receipt of this document, we shall provide you with a letter of approval providing we receive a letter of confirmation from the local fire and building officials in each of the jurisdictions where the schools are to be constructed. It should be noted that Chief Deputy Franzen has discussed thi., alternate method of construction with the affecter; fire and building officials. In regards to Item 9, the one-hour separation between the A-2 .1 assembly area and the kitchen will continue to be required. Very truly yours, Cl e W. Centers State Fire Marshal CWC:jc cc: Plans Review Chuck Thompson, Tualatin Deputy Russell Ed Walden, Tigard✓ Joe Greulich 4 SELIG / HENSLEE Architects alld Pla►111c►•s 21.3 sit,Ash Start,Portland,Oregim 97204 li lr►.hnnr;(503)224 0173 28 July 1978 Mr. Ray Johnson Department of Commerce Building Codes Division Plans Review Section - Fourth Floor Labor and Industries Building Salem, Oregon 97310 Dear Ray: This letter is in response to the plans review for the South Tualatin Elementary School (#78-631) and the West Tigard Elementary School (#78-632). Both schools are identical except for size and we are taking exception to items listed below. Plans review was made by Robert L. Futter and the following clans review items are submitted for your consideration: Item 2: Requires a fire alarm pull box to be located at exterior exits from individual classrooms. NFPA 72A 3113 "Distribution" requires fire alarm boxes to be located in the normal path of exit from the area. We have located a fire alarm pull box in the passage serving each classroom which is a normal path of exit. Item 3: Requires area separation between Multipurpose Room and rest of building. Occup ncy urou s A-2. 1 at Multipurpose Room E-1 at remainder of building Table_ 5B No occupancy separation required. Table 5C — A-2.i Type 5N not permitted. Section 702 A fire resistive ceiling shall not be required in one-story buildings of Type II , one hour, IIN, III IV or V construction having an open frame roof. We have an open frame roof. C 14ARI 1:4 F %FI.Ir.AIA 11 1011N I III N,,1 i i ni 28 July 1978 - Mr. Ray Johnson - Tigard Elementary Schools - Pane 2 We propose to install an automatic sprinkler system and a detection system in the Multipurpose Room and all rooms adjacent to same in lieu of one hour walls. Our only other recourse is to construct a 2 hr. separation wall between the Multipurpose Room and the rest of the building and take out the sprinkler system in the Multipurpose Room and all adJoininq rooms. In germs of life safety and building safety we feel that the sprinkler system Hrould be more benaficiai . I believe this subject was discussed in the preliminary plan review; conference on 2/19/78 but was not documented in the minutes. Item 5: States that platform exits may not pass through Storage Room 5. Section 3302(c) "exits through adjoining or accessory areas" allows platform exits as shown on plans. Detectors will be added to Room 26 and 28. Item 9: States that one hour separation req;.;ired between Kitchen and Assembly Area. defer to Item 3 above. If there are any questions regarding the above items, please contact Chuck Selig or myself. We await your concurrence. Sincerefy, Xavfer E. Rueda cc/ Chuck Thompson Ed Walden Deb Fennell SELIG/HENSLEE Architects and Planners 213 S.W. Ash Street Portland, Oregon 97204 (50) 224-0173 SOUTH TUALATIN AND WEST TIGARD ELEMENTARY SCHOOLS School District #23J Washington & Clackamas Counties Tigard, Oregon ADDENDUM NO. 5 8 June 1976 Page 1 This Addendum to the Contract Documents is issued to clarify and correct the Drawings and Specifications. This Document is hereby made a part of the Contract Documents to the same extent as though it were originally included therein. 5A SPECIFICATIONS None this Addendum. 5B DRAWINGS 5B-1 Drawing E-4 - West Tigard (a) In the Basic Bid, locate master cloc' )gram machine and fire alarm panel in wall between Admii. . .ration Office 16 and Principals Office 17. Same as indicated by Note 13 on Sheet E-3. (b) Install two exterior speakers on exterior of building at grid lines C-11 anc.. D-7. Extend separate intercom cable from each horn to intercom master. (c) Move television terminal shown in southwest corner of Teachers Workroom 41 to east wall of Janitors Room 24. (d) Include intercom terminal in Basic Bid. Locate 3 ft. to east of present location. 5B-2 Drawing E-6 - West Tigard Under "FEEDER SCHEDULE" Number items 1 thru 10 from top to bottom and add the following: No. 11 : 4 No 4 THW in 1-1/2" C. 5C SUBSTITUTIONS 5C-1 Section IOB - Metal Toilet Partitions Substitution Accepted Powers - Fiat "Duro" 5C-2 Section 10K -loilet Accessories Substitution Accepted Charles Parker t w South Tualat;n and West Tigard Elementary Schools - Aidendum No. 5 - 8 June 1978 Page 2 5C SUBSTITUTIONS (cont. ) 5C-3 Section 16Q-2 - Batter Inverter System Substitution Accepted Mule 5C-4 Section 16U-2 - Underfloor Duct Substitutionc, Accepted Celleo Walker END OF ADDENDUM NO. 5 June 6, 197B Rnbart W. Gu I I ck (�Arsnn, Flekqoy, Gullck t As%nrla+*%, Inc. ?1)50 SE Stark St. Portland, Oregon 97,114 RE: T19ard High School Classroom Addition 'Ister Mr. rulick: Thfj Wm%hlnq+nn D.ium+y r*pmr+mon+ of Public H,4ml+h hns recolyod 9nd ravlowf�d +ho nInns for ftm Tlqnrd HInh cchnol Clesnroom addition. Yoj hmv,� ln(llcf�+ed +hP md0l+lon Is for +ho,% purDose of divorslfylnq the currlculLon rather than Anrollmen+ Incmase. Thm *xIs+Inq septic syn+ams curr"n+ly servicing +he Tigard High School should be cspmhle nf accommodating the small Incremse the+ will he generated In 9*waqo flow from +his addiflon. Th*r,,tfo�,a, the Health nepartmen+ would recommend approval of +he addition. If you have any questions regarding +he above, please do no+ hesitate to con- +8c+ "15 of f I Col. Yof y +ru I y yours, WAS�-IINMON COUNTY DEPARTMENT OF PURIC HEALTH Harry A. KrAW, 01rec+or, Health ServIcov ?-411--hael F. SAnnoorq. R.S., Supervisor rnvlroPm*n+"' Hjal" and SnmI+a+Ion 4FS:aot cc: Ed Weldian, CI+y Bulldlmq Inspector, rity of Tigard SELIG/HENSLEE Architects and Planners 213 S.W. Ash Street Portland, Oregon 97204 (503) 224-0173 I SOUTH TUALATIN AND WEST TIGARD ELEMENTARY SCHOOLS I School District N231 Washington & Clackamas Counties Tigard, Oregon 97223 ADDENDUM NO. 4 1 June 1978 Page 1 This Addendum to the Contract Dccurnents is issued to clarify and correct the Drawings and Specifications. This Document is, hereby made a part of the j Contract Documents to the same extent as though it were originally included therein. 4A SPECIFICATIONS 4A-1 INVITATION TO BID Delete in its entirety and add INVITATION TO BID attached to this Addendum. 4A-2 Under INSTRUCTION TO BIDDERS, Item 1 "DEFINITIONS" Delete in its entirety and add: Bidding Documents - are the Invitation to BiJ, Instruction to Bidders, the Description of Bid Items , the Proposal Form, Addenda Nos. 1 , 2 & 3, Addenda issued prior to Rebid, and the Proposed Contract Documents. 4A-3 INSTRUCTION TO BIDDERS Under Item 5, Substitutions, 6th line: Change date from 11 May 1978 to 8 June 1978. 4A-4 DESCRIPTION OF BID ITEMS (a) Alternate flo. 1 - Delete in its entirety. (b) Add the following: ALTERNATE NO. 5 - Rr1OF FRAMING - Delete 43 subinirlins. This Alternate will fie exercised pending test results of 2-1/2" Petrical channel reinforcing neeting diaphrarim requirements. Test results to he received approximately June 30, 1978. See Alternate No. 5 attached to this Addendum, pages 5 and 6. 4A-5 Section 2B EXCAVATI!1G, FILLING, GRADING & SEEDING 3.5 SEEDING LAWN AREAS (a) Under SEEDING: Add the following: Delete under Basic Bid. Include under Alternate No. 3. (b) Under MAINTENANCE: Add the followinq Delete under Basic Bid. Include under Alternate No. 3. South Tualatin and '.,lest Tigard Elementary Schools - Addendum No. 4 - 1 June 1978 Faae 2 4A-6 Section 6B FINISH CARPENTRY 3. 1 INSTALLATION (a) Under "Nailing": Delete in its entirety and add the following: Nailing [;�e finish and casino nails for all face nailing. Set leads for putty stopping at interior work. Use only hot dip galvanized nails for exterior work. (b) Under "Wood Siding Installation": Add: Wood siding may be installed on walls prior to tilting-up, 4A-7 Section 6C CEMENT FIBER DECK (a) 2.1 MATERIAL Under Deck Plank_, third paragraph: Delete first sentence an,: add the foT ?owing:� "Petrical " , Fireproof Products, Inc. is approved. (b) 3.1 INSTALLATION, fourth paragraph: Delete last sentence. 4A-8 Section 11B TELESCOPING RISERS Delete Lhis section in its entirety. 4A-9 Section 16R LIGHTING 2. 5 FIXTURE TYPES Change fixture Types "A", "A-1119 "C" and "J" as follows : Type "A": Change to Lithonia No. LB240-A; or Keystone OM1?40-A; or Globe WYA-3602-8R. Tandem wired for 96" fixture, 4-40 watt lamps. Type "Al " : Change to match Type "A", except only 48" fixture. 2-40 watt. lamps. Type "C" : Change to Marco 123-T32-15OW maximum 5-5/8" deep can. Type "J" : Change to Marco R3-732-150W maximum 5-5/5" deep can with damp label . 4f� DRAW,NGS 4b-1 South Tualatin and West Tigard Drawing 4 DOOR SCHEDULE At Doors 32, 35 and 35A add the following: One Flour label . 4110 closer. 4B-2 South Tualatin and West Tigard Drawing 5 REFLECTLD CEILING PLAN Respace 4" x 3" subpurlins from 2'-0" o.c. to 3'-4" o.c. (9 equal spaces per 30' module) . See attached Addendum Drawing AD-2 dated 1 June 1978. South Tualatin and West Tigard Elementary Schools - Addendum No. 4 - 1 Julie 1978 Page 3 4B-3 South Tualatin and West Tigard Drawing 6 DETAIL 37: Under spaced wood siding detail , delete notation beginning "Pattern to be and insert the following: i Pattern to be constructed as shown and reversed every fourth (4th) module (every 12' ) . + 4B-4 South Tualatin and West Tigard Drawing 6, DETAIL 33: Delete telescoping risers and close opening with 2x4 @ 16" o.c. Relocate gyp. bd. from interior cripple wall to opening. See Addendum 4P,-14 for finish. ' 4B-5 South Tualatin and West Tioard Drawing 15, DETAIL 21 , ELEVATION 2: Delete telescoping risers and close opening. Finish: Gyp. Bd. painted and rubber base. See Addendum 4B-13. 4B-6 South Tualatin and West Tigard Drawing S-1 , STRUCTURAL NOTES, Framing lumber, Item 4: Delete in its entirety and add the following: 4. Cement fiber decking - where framing is spaced 4'-0" o.c. , use 2-1/2" Petrical . Where framing is spaced 3'-4" o.c. use 2" Petrical . Planks shall be installed as a nail anc alua diaphragm as per ICBO Report No. 2394. Planks shall be nailed to each support. Special inspection is required during installation of decking. 4B-7 South Tualatin and West Tigard Drawing S-1 : (a) At Detail 1 , change 43 @ 2'-0" o.c. to 3'-4" o.c. (subpurlin to align with beam line) . (b) At Detail 3, change 43 @ 2'-0" o.c. to 3'-4" o.c. (subpurlin to align with beam line). Relocate mechanical equipment platiurm to align curb with subpurlin over beam and provide subpurlin below other curb. 4B-8 South Tualatin and West Tioard Drawing S-1 : At Detail 2, change subpurlin (43 @ 2'-0" o.c. ) to 3'-4" o.c. 4B-9 Soul • Tualatin and West Tigard Draw.ng S-3, DETAILS 15, 16, 17, 18, 19 and 20: Change Floor Joist from 2x8 @ 16" o.c. to 2x10 @ 16" o.c. 4B-10 South Tualatin and West Tigard Drawing S-5: (a) DETAILS 1 , e, 3, 4: Change 1 '-0" uimension from grid line to centerline of purlins to read: 3'-4". (b) At details noting "43 @ 2'-0" o.c." (subpurlins) change to: 43 @ 3'-4" o.c. i r r South Tuala•cin and West Tigard Elementary Schools - Addendum No. 4 - 1 June 1978 Page 4 4B-11 South Tualatin and West Tigard Drawing S-6, DETAIL 4: Add note to center joint in glue-lam beam on 60. 46-12 South Tualatin and West Tigard Draw i gig S-7: (a) At DETAILS 1 , 2, 3, 4, 5, 6, 8 and 9: Change subpurlin notation reading "43 @ 2'-0" to read: "43 @ 3'-4" o.c." (b) At DETAIL 7: Change nota`ion "40 @ 2'-0" to read: "40 continuous". 4B-13 South Tualatin and W,-�st Tigard Drawing M-3 FLOOR PLA'J At Room 27 Platform: !,;,stall fire dampers at all ducts penetrating walls (6 total each sc000i ) . 46-14 South Tualatin and West Tigard Drawing E-4 FLOOR PLAN - SIGNAL (a) At Room 27 Platform: Delete ionization detectors shown. (b) At Room 26 Storage: Install one ionization detector. (c) At Room 28 Storage: Install two ionization detectors. 4C APPROVALS 4C-1 Section 5B METAL LOUVERS Substitution Accepted: Dowco Corp. 4C-2 Section IOB METAL TOILET PARTITIONS Substitution Accepted: Sanymetal 4C-3 Section IOH ROOF SCUTTLES Substitution Accepted: Inryco/Milcor 4C-4 Section 10J SMOKE VENTS Substitution Accepted: Inryco/Milcor 4C-5 Section 16P FIRE ALARM SYSTEM Substitutions Accepted: Robertshaw Simplex 4C-6 Section 16T CLOCK b PROGRAM SYSTEM Substitutions Accepted: Simplex Cincinnati ►�wr we W it K � a South Tualatin and West Tigard Elementary Schools - Addendum No. 4 - 1 June 1978 Page 5 ALTERNATE NO. 5_- ROOF FRAMING Delete i+x3 subpurlins @ South Tualatin and West Tigard PART I - SPECIFICATION CHANGES - ALTERNATE NO. 5 A5-1 Section 7A ROOFING 2. 1 MATERIALS Under rigid insulation change 1-5/8" thick to 1-5/16" thick. A5-2 Section 7A ROOFING 3. 2 ROOFING ASSEMBLIES Change 1-5/8" insulation to read: 1-5/16". PART II - ARCHITECTURAL DRAWINGS - Change Alternate No. 5 A5-3 Drawing 5, REFLECTED CEILING PLAN: Delete su:Ipurlins. A5-4 DRAWINGS 12, 13, 14; DETAILS 1 , 2, 3, 4, 5, 6, 7, 8, 9, 10, 11 , 12, 13, 18, 19, 20, 24 , 25, 26, 27, 32, 33, 34, 35, 36, 37, 38, 39, 41 , 42, 43, 44 , 45, 16, 47 and 50: Delete 43 subpurlins layer. Change top plate elevation from 114'-5-1/2" to 114'-3-1/2". A5-5 Drawinq 4, DETAIL 55: Delete 3x6 blocking. PART III - STRUCTURAL DRAWINGS - Changes Alternate No. 5. A5-6 Drawing S-1 , DETAIL 1 : Delete subpurlins (43 @ 2'-0") . A5-7 Drawing S-1 , DETAIL 3: Delete subpurlins and anchor »ech equipment curb with 1/2" x 12 lag bolts to purlins. A5-8 Drawing S-1 , at STRUCTURAL NOTES, Delete Note 4 in its entirety and add the following: Note 4. Cement fiber decking - where rraming is spaced 4'-0" o.c . use 2-1/2" Petrical . Planks shall be installed as a nailed and glued diiiphragm as per ICBO Report No. 2394. Where framing is spaced 5'-0" o.c. use 2-1/2" channel reinforced Petrical . Planks shall be installed as a nailed and glued diaphragm as per ICBO Report 2394 pending results of testing. See Description of Bid Items - Addendum 4A-4 . A5-9 Drawing S-1 , DETAIL 7: Change continuous 43 to 4x3 blocking and support end from purlins with "7" clips. South Tualatin and West Tigard Elementary Schools - Addendum No. 4 - 1 June 1978 Page 6 PART III - STRUCTURAL DRAWINGS: (cont. ) A5-10 Drawing S-4: (a) Delete 43 subpurlins shown on Detail 2. (b) Change 2-1/2" x 8" glue-lam ledger to: 3x6, No. 1 D. Fir. In lieu of 30' long 3x6 ledger: Locate splines midway between 4x6 purlins. Splice w/7x6 splice plate 4'-8-1/2" long and nail w/2.4 16 penny comrion (12 each side of joint) . Splices over girder or beams to remain as shown on Drawing S-6 Details 1 and 2. A5-11 Drawings S-5 and S-7: Delete 6x3 blocking and/or 6x3 continuous as follows : Drawing S-5 DI=TAILS 2, 3, 9, 11 , 13, 14. Drawing S-7 DETAILS 1 , 2, 3, 4, 5, 6. A5-12 Drawing S-5, DETAILS 8, 10, 11 , 14 and 18: Delete "Z" clips. A5-13 Drawings S-5 and S-7: Change 2x6 blocking to 3x6 blocking and 2x6 continuous to 3x6 continuous. Nail and glue decking to 3x6's as follows: Drawing S-5, DETAILS 2, 3, 13. Drawing S-7, DETAILS 4 and 5. M-14 Drawing S-5, DETAILS 6 and 7: Delete ledger and joist hanger. Extend purlins into wall and support the same as Detail 2, Drawing S-6, except use one 2x6 stud in place of 2-2r6 col . Install 3x6 blocking between purlins and nail ,eck to same. Nail blocking to each stud with 40 penny nails. END OF ADDENDUM NO. 4 TIGARD ELEM. SCHOOLS INVITATION TO BID B-1 INVITATION TO BID Written Sealed Bids will be received by Phil Rice, Business Manager, School District #23J, Washington and Clackamas Counties, Oregon, 13137 S.W. Pacific Highway, Tigard, Oregon, until 8:00 P.M, P.D.T. on THURSDAY, 15 JUNE 1978, for all work and materials required for the construction of the SOUTH TUALATIN AND WEST TIGARD ELEMENTARY SCHOOLS. Bidders will be allowed to submit proposals on each school individually or a combination of both schools. At the time and place mentioned above, in the Board Room of the District Offices, all Bids on hand will be opened and publicly read aloud and then filed for public inspection. Bids may be submitted to the Business Manager at the District Offices working days, up to and including the day of the bid opening, between 9:00 a.m. and 4:30 p.m. and additionally on the day of the bid opening, from 7:30 p.m. until 8:00 p.m. at the place of the bid opening. Bids received after the time fixed for opening will not be considered. Contract Documents may be examined at the Administration Office of School District #23J, 13137 S.W. Pacific Highway, Tigard, Oregon 97223, or at the Office of the Architect - Selig/Henslee Architects and Planners, 213 S.W. Ash Street, Suite 201, Portland, Oregon 97204. A set of Drawings and Specifications will be available at the Office of the Architects to each prospective prime Contractor upon deposit of $50.00. Deposits will be refunded for sets returned in good condition within seven (7) days after bid opening. Additional sets or parts of sets will be made available upon request at cost of reproduction, which is not refundable. No Bid will be received or considered unless the Bid contains a statement by the bidder, a5 part of his bid, that the provisions required by URS 279.350 (Workmen on Public Works to be Paid Not Less Than Prevailing Rate of l,'age) are to be complied with. No proposal will be considered unless accompanied by bid security in the form of certified check, cashier's check, or surety bond payable to the School District in an amount equal to 10% of the basic bid. No interest will be paid on bid security. Return or retention of bid security shall be subject to the provisions of ORS 279.031. Pursuant to ORS 279.035, School District #23J may reject an;, bid not in compliance with all prescribed bidding procedures and requirements and may reject 01 bids if, in the judgment of the Board of Directors , it is in the public interest to do so. No bidder may withdraw his bid after the hour set for the opening thereof and before award of the contract, unless award is delayed beyond 30 calendar days from bid opening date. Phil Rice, Business Manager School District #23J Washington and Clackamas Counties, Oregon END OF INVITATION TO BID _LL FTI:r, .. . 14 - rim �. I� I . I Vill '. I pro ,ot 4-Y t A 10 WI.I., _ - --ems �'l ' �J G��✓�' /�� er'o�2 �"�'C'�`ZzJy'�r'j� �r%i'7�.-�/s.1-; XF 3p -=c �� i G!��✓ ���. ?3 �--sir—�t T,3 ate✓' w rtri 'rt-u&r — (or 0 FX�11 �lqajlmmff RESSEGER ASSOCIATES - 631-2095 - 19348 S. RIDGE ROAD, OREGON CITY, ORE. 97045 PROJECT S. TUALATIN ELEMENTARY SCHOOL TO XAVIER RUEDA ITEM STRUCTURAL PLAN CHECK BY G. L. GOTCHALL CLIENT SELIG/HENSLEE DATE 27 MAY, ' 78 1. Enclosed Calculation Sheet No. 1 shows a bending stress of 550 PSI for the 6 3/4 x 18" G.L. beam at the canopy. This is well below the allowable stress of 2000 PSI (1750 + 15%) . 2. The floor joist at the platform should be changed to 2 x 10@ 16" o/c. The live load capacity will then be 130 PSF. 3. Enclosed Calculation Sheet No. 2 shows that the eccentric loading for the G.L. beam on Line K between 2 and 6 can easily be resisted by the floor. 4. This office does realize that the bearing stresses at Detail 4/S•6 are at the maximum allowed. The contractor will be informed by addendum that the joint in the G.L. beam should be centered on the 6 x 3. 5. Enclosed Calculation Sheet No. 3 shows that the withdrawal load on the nails of the "150" framing angles are far below that allowed by the U.B.C. 6. At Detail 5/S•4, 2 x 6 blocking should be added between the 4 x 6's and the contin. 2x should be end nailed to the 4 x 6's with 3 -16d nails. 7. This office does realize that Details like I/S•5, 8/S•5, 10/S-5 and 12/S•5 do not provide a direct positive transfer of shear from the roof diaphragm to the shear walls. However, it is the opinion of this office that because the calculated shears are small (about 80 PLF maximum) , the indirect method provided will be adequate. It should also be noted that at Details 18/S•5, where the calculated shear is much higher, the blocking at the bottom of the ledger is nailed to the plywood sheathing. By: G.L. Gotchall a � ���,%-�,rC-fY__: .::"Ti�:-�?�T' l f='�''•- .�'Zr!1'�/1ii"7�'G',. .. G.!/��'J�-rU!� i i GU!/✓� c v,�rP.!� - 0 _' ; F..i�:�; :;:.� L.E�'c�`�-�✓7 T I p.�D�► ' a c7�:';'/d�'✓ j• pyo el�1411.ell - I '.1xX c;••(/�}r��,t�/ ivy ys:� F= 5,�ay�T' /t//I/�� .•fit �' lsat�'Y, �. LJ tai/T/ '1Ul'�wa:'-� �` �'•i� ,�" � �71�'/.,. r .ter ,041 3 ob ;,U a ©G t 1 i L4 �0 7o got V.01 4r Sit► � �' '. / o o ' ' " r — /(00 9ao � G .Z4Com- l i T e 'Oy 1 7 .V J y SELIG/HENSLEE Architects and Planners 213 S.W. Ash Street Portland, Oregon ^7204 (503) 224-0173 SOUTH TUALATIN AND WEST TIGARD ELEMENTARY SCHOOLS School District #23J Washington & Clackamas Counties Tigard, Oregon 97223 ADDENDUM NO. 3 15 May 1978 Page 1 This Addendum to the Contract Documents is issued to clarify and correct the Drawings and Specifications. This Document is hereby made a part of the Contract Documents to the same extent as though it were originally included therein. 3A SPECIFICATIONS 3A-1 Section 1A - SPECIAL CONDITIONS Under 1.5 Site Work Schedule: Delete last sentence. 3A-2 Section 2B EXCAVATION, FILLING, GRADING AND SEEDING 3.5 Seeding Lawn Areas a) Clarification: Under item title - "Seed" : Lawn seed to be furnished by Owner shall be a rye grass mixture. b) Under Item title - "Maintenance" Delete in its entirety and add the following: Maintenance: Lawns planted under Alternate 3 shall be turned over to the Owner prior to the first mowing when grass is at 11z" height. Contractor maintain until that time. 3A-•3 Section 16P FIRE ALARM SYSTEM Clarification: Simplex numbers indicated this section are for identification and quality control only. Simplex is not: approved. Approved are: Gamewell Johnson Control Edwards 3A-4 Section 16T CLOCK AND PROGRAM SYSTEM Clarification: Simplex numbers indicated this section are for identification and quality control only. Simplex is not approved. Approved are: Cincinnati Edwards Standard Time ®r South Tualatin and West Tigard Elementary Schools - Addendum No. 3 - 15 May 1978 Page 2 36 DRAWINGS 313-1 Drawing 2 - Site Plan - West Tigard - Alternate No. 3 Clarification: Grade adjustments necessary to balance cut and fill shall be coordinated betNeen General Contractor . nd Architect at tame of construction in order to eliminate need for hauling excessive top soil from site. 313-2 Drawing 2 - Site Flan - Sct,Ch Tualatin Clarification: Access to Site Completion of construction of S.W. )1st Ct. and Oji Street may not be co �Nlcted for u:e as accesE to site. Contractor .s responsible for access to site from S.W. Boones Ferry Road. Access from S.W. 91st Ct. W411 be availabl- upon completion of road construction. 3B-3 Drawing 2 - Site Plan - West Tigard Clarification: Access to Site At southeast corner of site under notation reading "edge of paving". Paving of access road from S.W. t:atherine Street to south property line is to be started at a future date under a separate contract. Temporary access to site from S.W. Katherine shall be the responsibility of the Contractor. 313-4 Drawing AD-1 - Detail 3 At N.W. Corner add: 3 KW, 208 V, 1 phaso water heater. Take 2 - #12 to 20 amp 2 pole beaker at Panel "A", acid one 20 amp. 2 pole breaker in Panel "A". At Detail 5 in Storage Room 29 add 4 Type "F" fix�ures. Connect to switch at door. Add Type "B" fixture and switch in corridor. Connect all above to circuit A-36 in same manner as shown in Deteil 3 AD-1. 313-5 Drawing E-1 - South Tualatin Panel "C" is indicated at Panel "D" lucation. Panel "C" is located at end of feeder #3. 313-6 Drawing AD-1 - Detail 4 - Kitchen Alternate 4 At Doors G3 and 64 add: -- Size 2'-4" DEscrintion: Wood Schedule to be same as Door 17. 3C SUBSTITUTIONS 3L-1 Section 16Q BATTERY INVERTER SYSTEM Substitution Accepted: Light Alarms as submitted by Don McClain. END OF ADDENDUM NO. 3 To DA/ FROM /�e55>Aeiq /f/ j'i�d TZv or Subject 4/(rd�3,t' T/G r97e+;-) bLarsf . S e qp a L Dare mL MESSAGE T ��✓S !/7z'G � ?l�r / SdT Sr�r-�c�u,cR� c�Gcs� �-�2 �ov� ��e o✓ate Signe Redifirm 45 468 NO REPLY NECESSARYREPLY REQUESTED---USE REVERSE SIDE i t TIGARD DESIGN RIsVIEW April 27, 1978 Tigard City Hall 12420 S .N. Again St . - Tigard, Oregon Site Design Review 8-78 West Tigard Elementary School Request : For site plan and architect review of a, proposed elementary school for a 10. 35 acre site. Applicant : School. District No . 23J Site ',ocation & Description : S . V. Katherine St . west of 121st St . (Nash . Co . Tax Map ISI 34C, Lot 1204) . The site is relatively a flat , vacant parcel surrounded by single family development to the south , undeveloped parcels to the north and east and to the west the Summer L k e development . Site Designation : Phe site is zonea R-7 Single Family Residential and designated Urban Low Density Residential on the Planning Commission Plan 1.971 . Proposed Use : The applicant is proposing to construct an approximately 24 , 500 square foot building which is planned as Phase I of a multi -phased elementary school . This use is conditional in the R-7 zone . Previous Action : CU 40-77 - On December 6 , 1977 the Tigard Planning Commission approved a Conditional Use permit for an elementary school for the site in question , subject to the following: 1 . That the school building , parking area, and play fields be subject to design review and a method of providing site screening be provided on the submitted landscape plan for all property lines. 2. That the approximately 100 foot long public right-of-way between the sout;oern property line of the school site and the intersection of S.W. Katherine Street be constructed to the following street standards : TIGARD DESIGN REVIEW Page 2 a. Twenty-five feet of pavement surface. b. Five foot sidewalk on the west side of the street with a six foot wide park strip adjacent the curb , C. 12.5 foot right-of-way remaining on ';he east side of the street be landscapr:d and maintained and that this area and the six foot wide park strip be subject to design review. 3. That the extension of S.W. Katherine Street from its present terminus to S. V. 121st be constructed to city local street standards and street trees be provided per design review. No building permits will be issued until the necessary bond has been filed and c:on:truction drawings have been approved by the public works department. Required Parking : Elementary School 10 spaces plus one space per classroom. Alternative A - 6 classrooms - 16 spaces, Alternative B - 8 classrooms - 18 spaces. Site Plan & Architectural :►eview: The applicant is proposing to 'wild Phase I of: a multi-phased elementary school . The school is standard in style with metal roof and siding. The site plan outlines a logical traffic flow for school buses and cars and provides ample parking for all projected phase. The landscape plan is in compliance w.1th Planning Commission Condi L.Lon 2C, however Pl.anijing Commission Condition 1 "a method of providing site screeni•ig be provided on the submitted landscape plan for all property lines" has not been completed. A, chain V.nk fence and planting is specified for the south and west property lines, no proposal has been made for the mast and north. Since the Aast property line faces the front of the school and the abutting land has been designated as a future park site no fence should be erected , however the north property line abuts land zoned single family and therefore should be .fencod and screened. TIGARD DESIGN REVIEW Page 3 The applicant is proposing to use photinia and douglas fir for screening material . The p:iotinia. is spaced on the average of 15-20 feet o.c. in order to provide adequs,te screening it should be spaced a maximum of 8-10 feet o.c . The western most landscape boulova.rd, which segregates parking from the traffic .lanes , specific three (3) trees for 280 foot stretch. It .'_s the purpose of these landscape areas to be used for tree plantings which will heli; alleviate the large expanse of asphalt . Therefore additional trees should be specified for this area. Since the land to the east has been designated for future park land, access should be provided through the school property for the land to west. This could also be used for school traffic if the proposed school boundary change is approved. The School District should be advised at this time , that floodplain is present on the northeast corner of the site. Under the floodplain ordinance of the T.M.C. no structure including fences or grading activity can take place without Planning Commission approval . Staff Recommendation : Staff recommended approval as submitted subject to the following conditions: 1 . Fence and screen plantings (photinia max. 8-10 feet o.c . ) be placed along the sough , west and north property line . (note : exclusion of the floodplain area) 2. No fence be erected along the east property line. 3. Additional Pin oak be added to the western most landscape boulevard in the pa:•king lot . (Trees to average 40 feet o .c. ) 4 . The School District work with staff , to provide access between the Summer Lke Development on the west property line and :.he proposed park . 5. As per Planning Commission Condition No. 3 no building permits will be issued until the necessary bond has been filed and construction drawing have been approved for the extension of S .W. Katherine St . 4hardBolen7` Planning Director DEPARTMENT OF COMMERCE—PLANS REVIEW SECTION NOTICE OF PLANS REVIEW PAGE 1 Of "if)OM 376,STATE OFFICE BUILDING,PORTLAND 97101 2 e (THIS IS NOT A BUILDING PERMIT, WEST_TIGARD ELEMENTARY SCHOOL SW 121ST AV n KA'IIIERINE ST78-632 No `r,�t _ _'. i, Building _ _ TICARD — Co-Ov _ -_WASHINGTON Occupancy ..._.J E" .� Const ...._ V-N __. Sound Value 1990099PQ. Plan No 554.80 A,chue:• _CHARLES—E SELIG _ Now Bldg.*J Addition ❑ Alteration Date Received 4/_25 78 Q SCHQOL_DIST_NO 24J_ _ Address ._13137 SW PACIFIC HWYTIC 4 Revie"ed 51_15/75 _ Stories ___� _ Area ._2_SS�tQA__NIB_. Attie —Nl �/—�_._____Piro Walls_.Nis_.._ Fire Escapes��S_ Exits__..�,.`t— Main Fir. Betam*a'n�l Ht. Stops tvt yc.•i Stens _,. YES/ _-NO_. Vert. Shafts 1JS /-- Sprinklers .�' J�X_../-._TOTAL Man. Alarm YES S.P. Closed 'BY� M.C' Yes Arca Cover•, Int, fi E,t Apo C,1!_ _�.2_ Ht. Det. _�____/_ ION, i. or .AC`Ceiling ....__6EN Roof _gLT._�5tr. Members iWOMCQNC �ov�Slass Nn. rYr,e i >r�WJRUR>'3 Wall ewer _WOOD .,__GYP. BWr. rrn. enol. _ial5 __ Type flue ..NIS — Type Htg. SystvnFORCED„AIR.__ Fuel C%..__ F.sr. Int. The submitted plans have been reviewed for conformity with fire protection statutes and regulations of Oregon admin• istered by this office. Items No. ..___..-. 65.. 11:_ 171n .20p_.251_ 262 289 ..331 34 checked on the enclosed list are applicable. These items and any specially noted provisions must be incorporated into the project to meet current fire protection regulations. Approval of submitted plans is not an approval of omissions or oversighis by this offirn or of noncompliance with any applicable regulations of local government. RFMARK.S: . 1) THIS IS A FIRE AND LIFE SAFETY PLAN REVIEW COVERING THE CONSTRUCTION OF A NEW BUILDING INDICATED 10 BE IN FIRE ZONE 3. THIS REVIEW TS BASED ON THE FIRE AND LIFE SAFETY PORTIONS OF THE 1973 EDITION OF THE STATE OF OREGON STRUCTURAL SPECIALTY CODE. _ 2) NOTE ITEM #34 ON THE ATTACHED CIIECKSHEET• ADDITIONAI, FIRE ALARM PULL SWITCHES SHALL BE LOCATED AT THE EXTERIOR EXITS FROM INDIVIDUAL CLASSROOMS. ___ _ 3) DUE TO THE A-2.1�OCCUPANCY.IN THE MULTI-PURPOSE ROOMS TH ENTTRE BUILDING IS REQUIRED TO BE OF ONE-HOUR_FIRE-RESISTIVE CONSTRUCTIONS OR_THEF1 MULTI-PURPOS OM SHALL BE OF ONE. , Examined .— . 'L 7 Copies to: _APPLICANTS.TILE$PgPVN#5 M�OWNFRa DG•nEPT FIRE DEPT.9ELECe SP 126M5 81 A PACT 2 of 2 DEPARTMENT OF COMMERCE—PLANS REVIEW SECTION NOTICE OF PLANS REVIEW tA RGOM 976, STATE OFFICE BUIIDING, PORTLAND 97201 ITHIS IS NOT A BUILDING PERMW � •Building WC -TIGARD_EL �1-TA_RY._BGHOQIL _ L121STAVE_-$�. I;L�Tt1R�CNE_8T__ No. _._.78-632 no Bu.;d,nq TIGARD HOUR FIRE.RESISTIVE CONSTRUCTION AND SEPARATED_ FROM THE REMAINDER OF-THE. BUILLING BY A TWO HOUR AREA SEPARATIONWALL. SECTION 503(q) &_ 505_x._______ 4) ALL ACCESSORY ROOMS T'OTHE_PLA_TFORM -SHALL__13E SEPARATED FROM_THE BUILDIkG B.Y_& ONE-kIOUTt. - OCCUPANCY SEPARATIONS_SECTION 5) A ;LIN f lr-UM OF TWO -E-XITS ARE REQUIREDFROM TILE PLATFORM WIIIC1I MAY NOT PASS THROUGH STORAGE AREAS• EXITS SHALL BE PLACED A ITl STANCE APART EQUAL TO NOT LESS THAN ONE-HALF.OF THE LEl4C1`H OF 11iE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE. AREA TO BE SERVED SEC0302(a) & .We 6) STAIRWAY ]IANURAIL5 SHALL ]LAVE ENDS RETURI'd,I CR '0EY SHALL TERMINATE IN NFWEL ,POSTS OR. _. _...-- SAFETY TER MINALS• 7) NOTE ITEM 3y ON TILE ATTA(1lFD C1{ECKLIST• ALL ARC1iITECTURp L BARRIERS SHALL BE ELTPCCNATED• x}{E I]ANDICAPPED_SHALL BE GRANTED AC,CES5 TO ALL AREAS OF THE BUILDING• SANITATION FACILITIES SHAT BE EQUIPPED W1111 PROPER_HARDWARE AND CLEARANCES• I_E DAMPERS ARE REQ1 - DIN DUCT PENETRATIONS OF AREA OR OCCUPANCY SEPARATION WALLS. -Tl1EKITCHEN IS REQUIRED TO BE SEPARATED FROM THE ASSEMBLY AREA BY A ONE-HOUR OCCUIPANCY SEPAM_TION WIT]{ ALL OPENINGS PR[ iTCTED BY A ONE-1101TR ]*IRE ASSEMPLY• -0l lilt—tNfff EXIT FROM 111E MALI'-PURPOSE ROOM IS REQUIRED TO HAVE A Cu.,AIt i41.DTH SUFFICIENT 7U i��;OMMOIaATE ONE fv,i,t or iuE TOTAL OCCUPANT LOAD. SECTION 3'V15(a) & .1llh!a)• PLANS ARE ACCFPTA!fLl: `;UBJE(;T TO THE ITEMS NOTED ABOVE AND IVE APPROVAL OF THE VUT1!ORITIES AVING JURISDICTION. STATE OF OREGON Adopted 1-1-7E1 DEPARTMENT OF COMMERCE Fire 6 Life Safety PLANS REVIEW SECTION Plan Review Number 2 l 6a, CHECK-MARKED REGULATIONS, IN ADDITION TO ANY REQUIREMENTS APPEARING ON THE ATTACHCD REVIEW NOTICE, MUST BE INCORPORATED INTO THIS PROJIFCT. Approval of submitted plans does not constitute approval of any omissions or oversights nor of noncompliance with any applicable regulations of local government that may exceed State requirements 1. Structure required to be Type throughout due to area, height, occupancy, Fire Zone. 2. One-hour fire resistance rating required for all interior construction. 3. All living units required to be complet uy separated by one-hour fire resistive construction. 4. Exit corridors require separation from any other area by one-hour fire resistive construction. Sec. 3304(g) 5. Door assemblies of interior openings to corridors are required to have •. fire resistance rating of not less than 20 minutes and must be self-closing or automatic-closing. Relights in corridors require wired glass set in fixed (steel) framing. See 1973 State Structural '*1 Specialty Code, Sections 3304(h) and 4306. L/ 6. Storage rooms, closets, laboratories, shops and areas of similar hezard require separation from other areas by at least one-hour fire resistive construction. Furnace and boiler rooms require one-hour fire resistive construction. 7. All vertical openings such as stairways, trash chutes, etc., require full enclosure of one-hour, two-hour fire resistance. Access ways to such shafts require self- closing and latching Class B fire door assemblies one-hour rated, one and one-half hour rated. Sec. 1706 B. Attic areas require draft barriers as per sec. 3205, not exceeding each 3,000 square feet. (9,000 square feet where sprinkler protection provided) Sec. 3205 9. Voids created by ceiling-floor syscems require draft barriers not exceeding each 1,000 square feet. Sec. 2517(f) 10. Building projections such as balconies, eaves, overhangs, etc., require fire protection as per 1976 State Structural Specialty Code, section 1710. 11. Tire stops, blocking or framing membera pierced for utility runs require pecking to equal fire resistance prior to such piercing. w;,-)d frame construction requires firestopping of both vertical and horizontal draft openings et maximum intervals of 10 feet. sec. 2517(f) 12. Corridors require at least 6 feet in clear width. Drinking fountains or other equipment may not operate in a manner which would obstruct the minimum 6 foot width. sec. 3317 13. Handrails are required on all stairways. Stairways over 44" wide need handrails on both sides. Sac. 3305 14, Open stair railings and guardrails shall have intermediate .-nils or closures with no openings large enough to pass a 9" sphere. sec. 1716 15. Exit doors from lobbies, corridors and rooms with potentie occupancies of 50 or more are required to swing in the direction of exit travel. Sec. 3103 S. Exit doors from lobbies, corridors and assembly areas require panic hardware. &-<7. Hardware for all door@ required for egress is required to be of simple type having no pro- vistons for locking against egress, with obvious method of operation. Flush bolts other than listed automatic are not acceptable. Sec. 3303 (See exception) 18. At least 44" (inches) in clear width, without projections, is required for exits and patient room doors through which patients must be transported in wheelchairs, stretchers or beds. Sec. 3318 19. Sleeping rooms require at Ieast one window readily openable from inside without apecial tools and providiny a clear opening of not less than 5.7 square feet. The minisnim net clear opening height dimension .Ahall be 24 inches. The minimum net clear opening width dimension shall be 20 inches. Where windows are provided as a means of egress or rescue they shall have a finished sill height not more than 44" (inches) above the floor. (Over) ,1�20. Surface flame spread rates of walls and ceilings, minimum requirement: stairway - 25, corridors - 75, other rooms - 200. Sec. 4203 21. Combustible acoustical material. required to be secured with staples or equivalent metallic holders )r a heat resistant adhesive capable of withstanding 1000e for one-half hour. Sec 4202 22. All curtains, drapes and similar furnishings are required to be noncumbustible or rendered and maintained flameproof. Sec. 4205 23. With standard spacing, rows of seats between aisles may not exceed 14. Rows of seats opening onti aisles at one end only may not exceed 7 seats. Also see continental spacing, Sec. 3313 3314 24. Standard seat row spacing must provide a space of at least 12 inches from the back of one seat to the front of the mosv forward projection of the seat immediately behind. Sec. 3314 ,,-1`25. Posting of capacity of assembly areas as noted is required by State Structural Code, Sec. 3301(j) v�26. Heating, cooking, air conditioning and similar service equipment are required to be approved and listed by a nationally recognized testing agency, such as U.L., Inc., and to be in- stalled in compliance with agency's specifications and recognized safe practices. The installation of ventilation system is required to be in substantial conformity with the 1976 Mechanical Specialty Code. corridors are not acceptable for use as supply or return air plenums. 27. A dust collection system is required to,. chop areas for nonportable machines emitting or producing duets. (Ref: Sec. 1008) Dust collection equipment to be located outside of building or in one-hour separated room equipped with automatic sprinklers. 28. A.S.M.E. approved pressure relief valves are required for all water heaters, installed either in separate water tank port or in port for hot water line. °hutoff valves may not be located between a water tank and relief valve. 29. A firefighting water supply in required within 500 feet of building that is capable of producing 500 gpm (minimum) for 10 minutes for each 5,000 square feet of floor area withir. building up to a maximum of 500 qpm for 30 minutes, or provide a 5,000 to 15,000 gallon reserve water supply as required. 30. Interior wet standpipes at least 2 inches in diameter located and equipped as per Sec. 3804 are required. Couplings and connections required to be American National Standard Thread. Where standpipes are served by sprinkler piping, a_c 1973 NEPA Pamphlet 013, 3-7.7, Sec. 3804 31. Approved automatic sprinkler protection throughout occupancy is required. 32. Approved automatic sprinklers are required over and under stage and in all auxiliary areas, including dressing rooms, storerooms and workshops. (Sec. 3802) 33. Stage root ventilators displacing at least 51 of stage flcx-)r area, openable by hard from stage floor and by fusible link or other heat activated device, are required. (Sec. 3901-06) ��. 1. An approved fire alarm system conforming to 1972 NFPA Pamphlet 072-A with signals audible throughout building and manual alarm sending stations adjacent to exits from each floor or area are required. 35. 22" X 30" access to attic spaces is required per Section 3205, 36. All exit doors and access ways thereto are required to be identified by approved electrically illuminated signs served by tlwo circuits with one separate from all other circuits. Sec. 3312 37, An emergency power system is required for the gymnasimn, auditorium, building to maintain exit illumination for not less than one-half hour in event or Public utility failure. Sec. 3312 38. Fluorescent light fixtures installed on combustible surfaces are required to be U,L„ Inc., approved for such mounting, or installed to provide at least one and one-half inch a.r space between the fixture housing and combustible material. L i 3Q. Conformance with all requirements for the removal of architectural barriers to the handi- capped is required in compliance with Chapter 31, i NOTES: I. Local regulations or insurance standards for moat favorable insurance credit may, and often do, exceed these minimum state requirements. 2. This review does not covrt O.S.E.A. (O.S.H.A.) regulations. 3. This review does not covAr Medicare-mPlicaid requlations. �. Oregon State Health Department. r SELIG / HENSLEE Architects and Planners 213 su,Ash Street,Portland,Oregon 97204 Telephone:(503)224-0173 i 10 February 1978 Mr. Clyde Centers State Fire Marshal Department of Commerce 103 Labor & Industries Bldg. Salem, Oregon 97310 RE: Proposed Sprinkler Head spacing for Two Elementary Schools Dear Clyde: First we wish to thank you for taking time to hold a preliminary review conference with us on the propose] elementary school projects for the Tigard School District. As ,you requested, we are enclosing details of our framing system for your review to help determine the head spacing for the sprinkler system. Detail "A" is a beam ar,1 girder construction as defined in NFPA Vol . 1 4-1 .3.2 1975 Edition. Detail "B" is a wood joist construction as defined in NFPA Vol . 1 4-1 .3.7 1975 Edition. Detail "C" is the framing system we are proposing to use for the Elementary Schools. Also enclosed is -he reflected c 0 ling plan showing the porposed head spacing. HART f S r SLUG AIA / JOHN I IIrNSI Fr AIA i l I Mr. Clyde Centers State Fire Marshal Salem, Oregon 10 February 1978 Note that: (a) In Detail "C" we propose to lay each framing member over the of'lier and that no dead air pockets would be constructed into the framing system. (b) The uppermost layer (sub-purlin) is a 4" x 3" member with tKe 4" dimension laid horizontal . (c) The location of the sprinkler head with respect to the roof deck and purlins meet NFPA requirements. We would like to use the head spacing that is indicated on the enclosed reflected ceiling plan of 150 sq.ft. per head which is less than 168 sq. ft. allowed by beam and girder construction but greater than the 130 sq.ft. allowed by wood joist construction. Since we are not precisely identified in either classification we hope that concurrence with our scheme will follow. Sincere y, Xavi r E. Rueda XEF:pm Enclosures cc: Deb Fennell Ed Walden Charles Thompson Jack Palmer, --- - - - wCM) SAM -- - wF? v ec)a$-Pt 1NAN qJ' -cfAc6P W-O TW" 3' ward Joys: .�.. .OFA-t`I � •�,Uf'•' F�U����h") lv'Z�-+G�"()�li� �� - - - --- 4-x3 � XG -SUP, r�iil-IN NFPA _ N N FPA -_ 06 Q•2.�,(o I r,,���ju air � ■r � � � � •� Y ° Department of Commerce Fire Marshal Division "R' V. sianJP 103 LABOR & INDUSTRIES BUILDING, SALEM, OREGON 97310 PHONE (503) 378-4917 March 8, 1978 Mr. Chuck Selig, Architect Selig/Henslee, Architects 6 Planners 213 S. W. Ash Portland, OR 97204 Dean Chuck: Just a note to confirm our, phone conversations today, indicating receipt of an interpretation .frorn the Chairman of the N.F.P.A. Number 13 Committee. I have enclosed a copy for your r•�cords. Since light hazard occupancies with beam and girder construction may have sprinkler areas not to exceed 168 square feet, your 150 square feet grids will be acceptable for the type of roof framing proposed in the school master plan concept considered in our February 10, 1978 meeting. Very truly yours, CLYDE W. C=RS State Fire Marshal (fief Deputy CWC:PHF':js Enclosure cc: Ray Johnson Jack Palmer Charles A. Thompson F4 Wu1den a)wgp7- jr i7j ,,,..) i'tIFP�+, of the NATIONAL FIRE PR HJT E C TION ASS O C IAT I O N 470 ATLANTIC AVENUE, BOSTON, MASSACHUSETTS 02210 — iELEPHONEs 482-8755 AREA CODES 617 CIIESTr..R W.SclintmrR, Chairman J C.THOMSON, Recording Secretary R.F. EVINcroN, Corresponding Secretary Schirmer Engineering Corporation North Carolina Fire Insurance Rating Bur%au Insurance Services Office --Midwestern Region 5940 West Touhy Avenue Box 2021 230 West Monroe Street Niles, IL 60648 Rileigh, NC 27602 Chicago, IL 60665 Phone: (312) 647.9390 February 27, 1978 Mr. P. H. Franzen, Chief. Deputy Department of Commerce Fire Marshal Division 103 Labor & Industries Building Salem, Oregon 97310 Dear Mr. Franzen: Your letter of February 15 does not indicate whether or not you were requesting an official interpretation. If it was your intent to reque' t an official interpretation, it is necessary that you identify whether or not a field situation is involved and, if so, who the parties to the situation are. This is per Section 1.14 of the Regulations Governing Technical Committees. It would be my personal opinion that Detail C on the drawing attached to your memo would classify noL as ordinary wood joist construction as ,specified in Section 4-1.3.7 (note under this circumstances, beams are less than 4" nominal. thickness) but rather would qualify as beam and girder construction as specified in 4-1.3.2. Sincerely, et,15��tw� C, W. Schirmer, P. F. Chairman I jc i cc: R. M. Hodnett R. F. Edington M l DL•PAKVMLNT OF COMML11C!, BUILDING CODES DIVISION - PLANS REVIEW SECTION PRELIMINARY PLAN REVIEW CONFERENCE Held 2/10/7$ at the office of the State Fire Marshal , office of the Plan Review Section, Building Codes Division x NAME OF PROJEand West Tigard Elementary Schoo L'_ South Tualatin: S.W. Boones Ferry Road & Blake Street ADDRESS West Tigard: S.W. 121st Avenue & Katherine Street OWNER Tigard School District 23J REPRESENTATIVE Selig/Henslee Architects MAILING ADDRESS 213 S.W. Ash Streit, Portlana, OR 972.04 TELEPHONE 224-0173 - PROJECT OR BUILDING AREA Final Phase 54,000 s.f. NO. OF STORIES 1 OCCUPANCY C.ASSIFICATION(S) E-1 TYPE OF CONFTRUCTION 5N FIRE ZONE 3 UNUSUAL NATURE OR FEATURES Reviewed master plan for two (2) startpx schools hath to have automatic fire sprinkler system. ATTENDING THE MEETING: Clyde Centers, Pat Frenzen, Ray Johnson, Jack Palmer, Ed Walden, Charles Thompson, Charles Selig, Xavier Rueda The following items were subjects of discussion and were resolved or unresolved Asa noted. 1 . Structural s,—t^m to be exposed wood framing members w/o plenums or attic spaces. Roof venting not required except at platform in �"ulti-purpose Room. 2. Common Atmosphere: Table °A basic area allowable is 5000 s.f. + a multiplication factor of 6 for sprinkler connected to central alarm and 1 for ceiling ht. of 10' or more (7 total ) for an allowable common atmosphere of 35,000 s.f. (This incluaes 3 classroom pods and IMC) . 3. Detection systems: None required e?LepLat Hu'itipurpose Room. Low voltage system does riot need conduit. 4 . Mechanical Rooms do :.ot need to be 1 hour. However, all gypsum board _used on project will be 5/8" Type "X". As standard practice with architects office. 5. Clarification was made that 35,000 s.f. allowable w/o atmospheric separation and wall,, constructed between IMC and classrooms were for acoustical separation and any ducts penetrating walls should not be required to have dampers, (over) r PURPOSE AND IMPLEMENTATION This form was developed to provide a tool to assist the Plan lkevi.-�w Section in its efforts to develop a tie betwEen Preliminary Conferences and the ;?lan Review function. Mail a copy of this report to the attention of Ray W. J,,hnsori as soon as possible after this Preliminary Conference. A second copy mug, acc)mpany the "Application for Plans Review" (consis':ing of plans, f, and declaration ,f value form) . The balance cf this page can be used for additional remarks. b. Skylight in IPIC _0st have sprinklEr hood. 7. Spacing for sprinkler heads desired at 150 s.f. per head. Typeof c truction for building is not precisely beam and girder construction allowing 168 s.f. per head max. nor is it precisely wood joist construction allowing i3u per head max. Architects to submit details of framing for, review, B. Toilet Room: w/o doors are not in corridor or exit system: therefore, detectors will not be required in these roosts. 9. if interior classrooms are designed in final plan, detectors will be required in exit path. _�M DEPARTMEN'T' OF COMMERCE BUILDING CODES DIVISION - PLANS REVIEW SECTION PRELIMINARY PLAN REVIEW CONFERENCE Held _ 2110j -8 — at the office of the State Fire Marshal office of the Plan Peview Section, Building Codes Division_ x NAME OF PROJECT (S� South Tualatin and West Tigard Elementar Schools _ South ua atin: S.W. Boones Ferry Road & Blake Street ADDRESS West Tigard: _ S.W. 121st Avenue & Katherine Street otaNER Tigard School District 23J REPRESENTATIVE Selig/lienslce Architects - M MAILING ADDRESS 213 S.W. Ash Street, Portland, OR 97204 TELEFHONE 224-0173 PROJECT OR BUILDING AREA Final Phase 54,000 s.f. N0. OF STORIES 1 OCCUPANCY CLASSIFICATION S) E-1 TYPE OF CONSTRUCTION 5N _ FIPE ZONE 3 UNUSUAL NATURE OR FEATURES Reviewed master plan for tW0 (2) Starter scb;�21 -�� �t-h to ;.ave automati% i7ire sprinkler syst:am. ATTENDING THE MEETING: Clyde Unters, Pat Frenzen, Ray Jihnson, Jack Palmer, Ed Walden, Charles Thompson, Charles Selig, Xavier Raeda The follok:,ng items were subjects of discussion and were resolved or unresolved as noted. 1. Structural system to be exposed wood framing members w/o plenums or attic spaces. Roof venting not required except at platforr., in P'ulti-purpose Room. 2. Common Atmosphere: Table 8A basic area allowable is 5000 s.f. + a inult.iplication factor _ of 6 for sprinkler connected to central alarm and 1 for ceiling ht. of 10' or more (7 total ) for an allowable common :tmosphere of 35,000 s.f. This inc:lud_s 3classroom `pods and IMC) . 3. Detection systems: None required except at P1ultipurposo Room. Low voltage system d,)es not need conduit. 4. Mechanical Rooms do not need to be 1 hour. However, all gypsum board used On projL'ct will be 5/8" Type "X". As standard practice with architects office. 5. Clarification was made that 35,000 s.f. allowable w/o atmospheric separation ?t1d walls constructed between IMC and classrooms were for acoul;.ical s?paration and any ducts penetrating walls should not be required to have dampers. �.._ . (over) PURPOSE AND IMPLEMENTATION This form was developed to provide a tool to assist the Plan Review Section i.n its efforts to develop a tie between Preliminary Conferences and the Plan Review function. Mail a -:opy of this report to the attention of Ray W. Johnson as soon as possible after this Preliminary Cc_iference. A second copy must accompany the "Application for Plans Review" (consisting of plans, fee and declaration of value form) . The balance of this page can be used for additional remarks. 6. Skylight in IPC must have sprinkler head. 7. Spacing for sprinkler heads desired at 150 s.f. per head. Type of construction for building is not ;firerisely beem and girder construction allowing 168 s.f. per, head max. nor is it precisely wood joist construction allowing 130 s.f. per head max. Architects to subm,"it details of framing for review. 8. Toilet Rooms w/o doors are not in corridor or exit system; therefore, detectors will not be required in these rooms. 9. If interior classrooms are designed in final plan, detectors will be required -in exit path. ,l AG 420 5��coLS — �4✓'` a� }:., ,�2//Cr�X75 S•va�J Ci c:LA�� �'OGiw1 �if�/�, �Oo�1S 8 � ad C*S 3 C7 I ' Y7O �y�ti f %t f 35 "4t .2 24 it 5717 EL EVArl /d'X w1 ie Fi P . d J i � r 5;v SP?s�ti�2z�-vZ + � x j� 4.• /j�,� � s r-, r�• i'<�!r'�_�`.S -- l�tJ z � I�'. 8 -I- 5 o f 7 6 3,��s,� M s x �-k2/ z 4 7 F 5"—r�- P'5- 3.4.5 i a s �r ■r �r �r ,� ® f 1J AJLl c � ,�----t�----- �.� A4 , N� (00 {�5f ao X33 7t-L / z 6s tt� I J i I ,r1 ... •' a r' o. ' ! VAN WALSTIJN CONSULTING ENGINEER Civil/Structural i 610 S.W. Broadway Building, Suite 603 Projeot: Multi-Tenant V'rsrehouse Portland, Oregon 97205 (503) 222-3452 $N Tigard at. & Crant Ti�e.rd, Oregon �Tanuary 23, 1078 Cit�r of Tif and Main Ti�rnrd , Oregon 97223 rjnr)t. Of I3ui.l0inf;s T Jion vaiar rer • est I have reviewed the header panels of the 25' and 7^' oneni.rr's )r structural adequacy and concluded the following*: 1. The ni lnstrrs the header panels appear inadequate. The celr_.,)1F!tion fur.nighed• by the firm Van Domelan/Loo1jenga have not in c:(,,rount the mo,gent magnifier factor; the coliinn height -+-,5>>rrd 17'-t3" vg. ?1'-011 ; grade of reinforeinp- steF,1 t,:a3 ass�..ru:d ^i vs. 40 k9i n- per r?,paeral notes and height )f het:der pnnel 7 7tLn o;d 01-61, vs. UO-011 Pr,,d,:r nnnel duisir~n for lateral load and assuming reinforced as aor notes (minimun steel) app- ars inedequete. No eal.culatio•,s on :-.!As p^rtion was furnished. '' ,i- tlor nnnPl ronnoetions iihould b(:) de9ir-ned ins per UBC table ' ,� � ' em (Cp is ? i. .0) . Thi^ In however an nterDretation and proj?.ot (-ineer should. document his opir_ion. Connentors r,.ppearntisfector,y Pssunln#; smiler desip•n method as described 14 the d:.,sa r-n h,In d- hn ,': of concrete i,-:titute) . Ben-cu,e of the iTn,irtnnce o the connectors it Is advisable to hove docwnonte;d r,0 ,•i1 ntion9, on this matter. t. tr..� lncgt,1,3n 0P ( nnlcliletion ahset R1) the chorl stresses nrt '.^+•^r �.ntP� by t.hn discontinuation of the wall. Che force to be L, �.,.,^orT•cri ahoulrl be ( 1/BVVL)/B it which W Is the tial. lateral 4'nrr L lonrrth of biiildinr( 1501 ) and B width of 11ldir:F-,( 6,)t ) ;4 force of 10.3 kios vs. 3. 75 kips unless the '*.%R. 11.3 nrr:, ^i9 As rnntilnver in p1nne of the wall. This nssunnt.Lori --o i-mont erl t;v the nro J nct enfincer. l�AIW L Yrls t'.�� lv�C, Za vp 17/, �n;�<✓1e r,�t � 2 5 CS Y 1... R4 Ivv 1 6 �X w lb b et er. � V Y f �Q; d (a6 y a a ' r . 7-14 Z d y •�, '� �? �- Z tr, - ��/ /d� - 6-5 -� y 6 s'' 67S- :1 S- /'° yAlr /i.;'' !y (A"d l yd 7- ,17A/ r//tit"t G 3 y�/ 12 CO ,r lyj1l. )2jj�igG 7-/,.4 1 - C,7. o Al le- I � _ 37041') � 3J. 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O I ioy .5 .$ / tUq //vo x 3 r L -}z`y - 7.5 p 5 z ` 7 9 ZU3 "'�ZQ JUS t166 � 1, +(pyo 46 ox {' /a5 546 7 2S 5z5 - IG z 6t o ,q25'i6/ 8y sa3 Bye 5I 20 5 Ill r)we 'EA oe-A i I i PIQIMAKq PA !O» ('(3 o o r `?� �s/haw• ida o rI s1 _ ;?o260 I°e+ia'G jn,cs I i f N auF 28 c�d7 —4-7 ,p�cic . y.�xs x►y � X30 2zo 880 6YB t 10.3 ,�C �6Spa 547 # /3 flit LL= ;t56'rN5'-Vy• /750 17.7 -70 — Z - 77/ 7/e) G. (- t 3(O Al //7, ,4 771 4 d, G -------------- � A77 777' 47T y ` 'Tlc- xo �. . 3 4' 8 � r 576 Xo.S' 7eO '-Ow s 3360 ��y� 2%(o FLAT s .SKS. s2 ,; —�j 7�) 1 s7QI c4 re z- o.4v 7^0 go�r2hS 1 5 772 e3 5 w/L,, 6 er �/z. D►� /9-a,'e v�' aN 13 I ri3/8 XF .` o yA Com' !3 I V!3 LL G.v/ S"Vd�J Z72/f�i 71& 44 8 L c_ — `Ir K z WILMS SELIG / HENSLEE Architects and Planners 213 sw Ash Street,Portland,Oregon 97204 Telephone:(503)224-0173 21 December 1977 Mr. Charles Thompson Tualatin Building Dept. Tualatin City Hall P.O. Box 428 Tualatin, Oregon 97062- Re: 7062Re: New Tualatin Elementary School For Tigard School District 23J Dear Mr. Thompson: Earlier this month I spoke with you regarding what the sewer hook-up fee would be for the new elementary school . At that time you klave me a formula based on $600 per D.U. and one D.U. is the number of students divided by 17; however, neither you nor I were able to ascertain how the number of students was derived. I also contacted Ed Walden of the Tigard City Building Department on the same matter and he in turn has contacted the U.S.A. and verified with them that the student count is based on the actual number of students that the school is designed for. In other words, the Tualatin Elementary School is being designed for 350 students in Phase I , this number would be used to determine the D.U. 's. The Tigard Elementary School is being designed for 250 students in Phase I and that number would be used to determine the D.U. 's. The master plan for both schools is designed to accomodate 500 students and it is anticipated that an additional sewage hook-up fee would be assessed for the balance of the students at the time the future phase is built. I hope this clarifies the hook-up fee, as we will be basing our building estimates for sewer hook-up based on the student count described above. Sincerely Xavie E. Rueda XER: w cc- Deb Fennell Edward Walden CHARLES E.SELIG AIA / ;OHN L.HENSLEE AIA SELIG / HENSLEE [LETUEM 001F Architects and Planners FATE A 213 sz(,Ash Street,Portland,Oregon 97204 i5F -,ori No Telephone:(503)224-017.3 ATTENTION PC TO �7 � GENTLEMEN: WE ARE SENDING YOU [I Attached I j Under separate cover via---- -----.-.the following items: Shop drawings F1 Prints 0 Plans LI Samples Cl Specifications I I Col of letter I I Change order COPIES DATE NO. DESCRIPTION X17 THESE ARE TRANSMITTED as checked below, For approval 0 Approved as submitted [I Resubmit--- ---copies for approval For your use 0 Approved as noted [-I Submit copies for distribution As requested D Returned for corrections D Return--_ corrected prints Lj For review and comment [i O FOR BIDS DUE 0 PRINTS RETURNED AFTFR LOAN TO US REMARKS COPY SIGNED: ----------- P nRM 740 3 AmPable 118MTbis"Oetw.most a 1440 It enclosures are not as noted, kindly notify us at once VAN WALSTIJN CONSUI TING ENGINEER Civil/Structural 610 S.W. Broadway Building, Suite 603 ?1 Portland, Oregon 97205 (503) 222-3452 ` Plan chec% "South Tualatin and `#iest `i'ir-a.rd Elerr-�ntary Schools." )T'?iJC,'iJ"ISL PLAN (;T.?.-;(7 This nl_an check doe; n-)t non^4'i.tute r s umi.nr- re ponsil)ility of the desir'n by thn City of Tualatin or by the abovo structural engineer. Items be1-o,; shall be checked by the deli 7n enr-inenr for compliance With thn U.A.C. minimum de-ir*n criteria and resnond to the City 'infore a building, oermi.t can bo isnuod. 1. Benms a.t canopy that ere expo:;ed to V.h eathe.r to be checkod for "wet use" factor ( .F36 for bendinn) U.H.C. table 25-A-1 2. Platform d esi en load shall be 125 psf.. U.B.C. table 23-A 3. Shoff; calculations for beams and columns at mechanical floor line K bote�!een 2 and 6. Attention to be given to the eccentric loaded. columns. 4. Detail 4/S-6 connection at support. 13carii,v stress is at maximfam when properly instn1led . Consi.derinc normal Vrorkmanship sloes not rlarnntee exact installation a stem bearing plate is advised. 5. Peview 6/S-7 knnn bricinr*. Loa(ling outvra.rds ( section wind ) will load mils in Viithdrawal. at coniier,tor L50. U.3.C. 2313 second par. 5. Detail. 5/�7-4 blocklnr* rer-utred for 4xr) at support. 7. Pevinw details on sheet S-5 for trnnsfni-rinr-r taternl load (dinnrnrrm strnes) into nherr walls. Blockinrc shoitl.d be nailed in such rnahKer to have continuation between ledger and wall sheathing.