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Correspondence • FILE COPY. July 8, 2003 -� 7�S�0 �V Joe Kennedy O'BRIEN CONSTRUCTORS LLC 1631 SW Jefferson Street Portland, OR 97201 RE: TRUSS SHOP DRAWINGS @ FOWLER MIDDLE SCHOOL Project Information Building Permit: BUP2003 -00186 Construction Type: V -N Tenant Name: Tigard - Tualatin School District Occupancy Type: E -1 Address: 10865 SW Walnut Occupant Load: 200 Area: 136,000 Sq Ft Stories: 1 Sprinkled: YES Alarms: Manual The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 1998 edition. The following information is required prior to the approval of the shop drawings. • Provide architect/engineer shop drawing approval stamp on 2 sets of plans. • Cover sheet of the SMI Joist drawings indicate no snow, dead or live load. See chapter 16 OSSC for design loads required. When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectfully, Brian Blalock, Senior Plans Examiner CC: Dull Olson Weekes DULL OLSON WEEK ES FILE COPY architects pc July 24, 2003 Brian Blalock Senior Plans Exam_ iner City of Tigard Building Division Re: Fowler Middle School Permit No. BUP2003 -00186 Dear Brain, The District has asked that we remove the fire alarm system upgrade from the scope of work for this project (as designated by Sheets E4.1 though E4.5). Please note that there is an existing system at the school at this time. Finally, the school anticipates that the work will be completed, along with several other alarm upgrades at other schools, under separate contract and contractor prior to the end of 2003. jit k i L e pt John Westfall Project Architect Dull Olson Weekes Architects cc: Cheryl Schneidermann Cornerstone Management, Inc . o 5 0 Z u O O = N C � O O , N N O Z • 2 an Q .O 3 � � O to • � ARCHITECTURE + INTERIORS + PLANNING FILE COPY May 29, 2003 Keith Johnson DULL OLSON WEEKES Architects 319 SW Washington Street, # 200 Portland, OR 97204 RE: FOWLER MIDDLE SCHOOL, COVERED PLAY STRUCTURE Project Information Building Permit: BUP2003 -00186 Construction Type: VN Tenant Name: Tigard - Tualatin School District Occupancy Type: E -1 Address: 10865 SW Walnut Occupant Load: 200 Area: 136,000 Sq Ft Stories: 1 Sprinkled: YES Alarms: Manual Mechanical Permit: MEC The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 1998 edition; the State of Oregon Mechanical Specialty Code (OMSC) 2002 edition; the State of Oregon Electrical Specialty Code (OESC) 2002 edition; and the Tualatin Valley Fire & Rescue Ordinance 99 -01 (TVFR99 -01) 1999 edition. The submitted plans are approved subject to the following. STRUCTURAL • Special Inspection: Special inspection is required for High - Strength Bolting, Site Welding, Concrete and Reinforcement. The special inspection agency of record, shall furnish inspection reports to the Engineer of Record, NISHKIAN DEAN, the General Contractor, and the City of Tigard, Building Division, attention Hap Watkins. All discrepancies shall be brought to the immediate attention of the general contractor for correction. The special inspector shall submit a fmal signed report stating whether the work requiring special inspection was, to the best of the inspector's knowledge, in conformance with the approved plans and specifications and the applicable workmanship provisions of the code. 1701.3 OSSC Approved Plans: 1 set of approved plans, bearing the City of Tigard approval stamp, shall be maintained on the jobsite. The plans shall be available to the Building Division inspectors throughout all phases of construction. 106.4.2 OSSC American with Disabilities Act (ADA): It shall be the responsibility of the Architect, Engineer, Designer, Contractor, Owner and Lessee to research the applicability of the ADA requirements for the structure. The City of Tigard reviews the plans and inspects the structure only for compliance with Chapter 11 of the OSSC which may not include all of the requirements of the ADA. When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking an' processing the documents. Respectfull n Bl. Senior P -: "Examiner ° Dr O L S O N W E E K E S • • 'i«-' arch? sects pc e :i�- ' May 19, 2003 any.; - 3 yx,,, .; .c 5 '� `h; �.�� X93; ' Brian Blalock ��a rt Senior Plans Examiner `Y ' City of Tigard . '4�;., Building Division ;` �,; .� �• Re: Fowler Middle School Permit No BUP2003 -OOI86 • : •:,.. , f . e, Dear Brain, -4, aN , �ti z' Please see the following in response to your letter dated May 16, 2002. 3 r 4: g;: Item No 1: ;T., We have studied the drawings prepared by the original Architects (Broome, Selig, :' Ka Oringdulph & Partners) dated May 1979. We have an existing total building square '" footage of approximately 136 000 S.F. with construction types varying throughout .;i�� = l �' g PP Y YP � g hout the g " building. The Architects have separated the east end of the building from the rest of .: s , tr.,. � the building with what can be considered as a 2 -Hr. Area Separation Wall. The / B • , - :4 '4.- Gymnasium is constructed with an 8" concrete wall with a parapet ranging from 14' ,;� 414higher than the adjacent roof Each and every penetration is protected by a "3- hour" z i , ti door. The doors leading to the Gym area, down the main Corridor have been fitted :' ' with electrical hold opens, tied into the building's fire alarm system. The second level '''x• ' . 0, °' over the Lockers adjacent to the Gymnasium is a Mechanical/Upper Gymnasium t f :. {" space separated from the Locker Rooms below by a concrete floor system. Due to the ; : 4 exposed timber roof framing in the Gymnasium however, we will assume the "worst x�E ,;, ', case" scenario with the Construction type there falling under the Type 5N category. North of the Gym, the Architects called for a "2 hour" wall (double layer gyp. over = .. ` studs) between the "Food Lab" and the main Corridor. To the south the wall between : - - }4 "Storage /Storage Receiving" and "Choral" is 8" concrete, with the underside of deck : .� , _i having "sprayed on fire - proofing." Again, these walls have parapets extending above ! F• the adjacent roof areas approximately 5'. i O. _ - : o 1"i� � With this information, I think it would be fair to propose that the east portion of the ", — c ' to ,:1 "Building" '2 s. building be considered a separate Building for sake of Allowable Building Area - calculations. This "area", including the Gym is 41,250 S.F. The second level over the Lockers is an additional 9,843 S.F., for a total of 51,093 S.F. Allowable area for -,rya" , - m w, y g r Type 5N construction (if worst case is assumed) is 9,100 S.F. We have a fully _ x ' x _, sprinklered building which allows us to triple our area to 27,300 S.F. Lastly we have R full separation on 3 sides allowing us to double the area to 54,600 S.F. 4 =. r r i ry'�.�f y F.LSy f zi G U .. X5 ''6 r ..- 7 uq. j j � 554 \�� kiY� +'`• u 7 9 ARCHITECTURE • INTERIORS • PLANNING • . Our "addition" consists of 3,160 S.F. This plus the existing square footage of 51,093 S.F. equals 54,253 S.F., just under the 54,600 S.F. allowable. If we consider the Gymnasium as a "separate" building as discussed above, we can reduce the existing square footage further by 13,060 S.F. to 41,193 S.F., well below the allowable square footage. Please note that we have also extended the fire suppression system to include the new covered play area. Please see the attached sketch. Item No. 2: Fastener spacing is called out in Section 06112 3.04 "Minimum Fastening Schedule" Item Nos. 3 & 4: See attached sketch from SJO Civil Engineers dated 5/19/03. I hope this answers all questions to your satisfaction. Please call if I can help further. Si : - 1y, ,4I l John Westfall Project Architect Dull Olson Weekes Architects cc: Cheryl Schneidermann Cornerstone � _1 • %t 1 i . , - Q Cpl I ,-, I I , ( X i i Z J I j . 3 .....i.LIN-1 1 .I, 1 D E rk _ . H _._ _p_____ 1 i \; . . . D im • „ . , etS. : ::: * * _ _ _ ` •4-. .-•�s!i i•.• - • - •. ..�► ♦♦ \ � . e"...4 :v. .. 2 ►'.'i Ati \ \ �i .. ... •••••4.. 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Washington No 200 97 �, 6960 SW Sandburg St Portland Or. 1 1 503226 6950 Tigard, OR 97223 f 1.503273.9192 • - ' www.dowa oom Job # 02064 5/19/2003 M D U L L O L S O N W E E K E S dower architects Pc ARCHITECTURE + INTERIORS + PLANNING 319 SW WASHINGTON ST. #200 I PORTLAND, OR 97204 I t 503 226 6950 f 503 273 9192 www.dowa.com Qv Ct2 () FAX Q MAIL 0 LETTER/MEMO ()SUBMITTALS °CHANGE ORDERS ASPECIFICATIONS ' RAWINGS 'QTHER °PER YOUR REQUEST (NO. ___) ()FOR YOUR REVIEW /COMMENT ()FOR YOUR APPROVAL /SIGNATURE cAOR YOUR USE DATE / L- 22 : A+ TOTAL PAGES: �j�� �/ TO C. I1( o1 licoa/�'J FROM' f-.L.f I/ 1f +4 ( /V1� RJ COMPANY: — - -- — _ PROJECT. fOLO C/ µ/'yd) V�.. A.(I io ,, ADDRESS PROJECT # 0200_1 { -- -- FAX# COPIES DATE # DESCRIPTION y/ Li • Ga r�t�co cIA ANN. cN4 -1 --isT • r y /2,t • • C3Utt,Y7(1 -, et le tta AY U - PMJ ":: I • `t ( • • STKvCro 4L, CALCUL - r101 0 S • 4 3 • • SPAS COMMENTS: pfP 4 uk4- StrS tat - THt N [4 LI S Ct 49 A I cA7i of 4 - 5 z _ yaw rim At- is tit 3 - Ft�+E IPRbT I oN 2 - Nfa+dutcAld 2 _ lowtoukt - f 4- 5 2 - f UE(04104 L SIGNATURE COPY TO TRANSMITTAL FILE COPY May 16, 2003 CI OF TIGARD • OREGON Keith Johnson DULL OLSON WEEKES Architects 319 SW Washington Street, # 200 Portland, OR 97204 RE: FOWLER MIDDLE SCHOOL Project Information Building Permit: BUP2003 -00186 Construction Type: V -N Tenant Name: Tigard - Tualatin School District Occupancy Type: E -1 Address: 10865 SW Walnut Occupant Load: Ared: 136,000 Sq Ft Stories: 1 Sprinkled: YES Alarms: Manual The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 1998 edition; the State of Oregon Mechanical Specialty Code (OMSC) 2002 edition; and the Tualatin Valley Fire & Rescue Ordinance 99 -01 (TVFR99 -01) 1999 edition. The submitted plans have been reviewed and the following information is required prior to the issuance of a Building Permit. 1. Provide Actual area vs. Allowable area code analysis. Chapter 5 OSSC 2. Clarify fastener spacing for wall sheathing as noted in Specification section 06112. 3. Revise accessible parking on sheet C3 ;0 to have the access aisle on the passenger side of both parking spaces. Section 1104 OSSC 4. Provide accessible route to the structure from the accessible parking spaces indicated on sheet C3.0. When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectfully ri lal: k, Senior Plans Examiner 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772