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seidtho \ Y CITY OF TIGARD O REGON November 14, 2005 Brian Elliot SLX Architects 213 SW Ash Street Portland, OR 97204 Re: Alternate Method of Construction — E -1 Occupancies Metzger Elementary School C.F. Tigard Elementary School 10350 SW Lincoln Street 12855 SW Grant Avenue Permit # BUP2003 -00585 Permit # BUP2003 -00570 We had previously approved your request for an alternate method of construction in conjunction with Eric McMullen, Deputy Fire Marshal with Tualatin Valley Fire & Rescue for the above referenced projects. We recently discovered that we had not formally documented this approval as required by the code. Therefore, please accept this as notification that the following alternate has been approved by the City of Tigard Building Division. Your proposal was to construct these two buildings of Type II One -Hour construction, fully sprinklered in order to achieve your desired floor area, with some relief from the one -hour fire - resistive construction. Your other alternative would be to subdivide the buildings with 2 -hour area separation walls without a fire sprinkler system. Our belief is that a sprinklered building provides a far greater level of safety to the occupants than a nonsprinklered building provided with fire walls. However, the code does not allow us to use a sprinkler system for both an area increase and substitution for one -hour construction. Therefore, the following additional requirements must be met in order for us to approve the request. 1. The buildings will be provided with an Ordinary Hazard Group 2 sprinkler system instead of the required Light Hazard; and 2. The exit corridors shall be constructed as one -hour corridors with opening protection as required by Section 1004.3.4; and 3. Full coverage smoke detection throughout. 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 Based on these additional items we feel that the buildings provide a level of protection to the occupants equal to or greater than the code prescribes. They are, in our opinion, inherently safer than a nonsprinklered building with fire wall compartmentization. These conditions were identified as being required items during the plan review process and were reviewed and inspected as such. All conditions have been met and have been approved in accordance with Section 104.2.8 of the State of Oregon Structural Specialty Code, 1998 edition. If you have any questions, please contact me at (503) 718 -2448. Respectfully, e G Lampella Building Official c. Stephen Pogue, Tigard — Tualatin School District 23J File 05:57PM FROM -SLX 503 - 224-4836 T -662 P.02/02 F -814 March 28, 2003 Gary Lampella Building Official, City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 RE: METZGER ELEMENTARY /C.F. TIGARD ELEMENTARY ALTERNATE METHODS OF CONSTRUCTION Gary; This letter is to follow up discussions held at the City of Tigard on March 24, 2003 regarding the building code analysis for the replacement schools at Metzger Elementary and C.F. Tigard Elementary. Occupancy groups in both schools include E -1 (classrooms and library) and A2.1 (commons and gymnasium). Based on the use of structural components (steel), number of stories (2) and limitations set by table 5 -B of the U.B.C., Type II one -hour construction will be utilized. It is our goal to eliminate the need for one -hour construction, except for corridors, or the requirement for an automatic sprinkler system (per 904.2.4) due primarily to budgetary reasons. The size of the proposed buildings does not allow the group E -1 occupancies to substitute an automatic sprinkler system for one -hour construction (section 904.2.4; crossreference section 508). Section 904.2.4 of the U.B.C. would allow this substitution to occur if the building were subdivided (by area separation walls) into 20,000 sq. ft. areas. This subdivision of the building would allow type II one -hour A2.1 and E -1 occupancies to be constructed without an automatic sprinkler system, In our discussion, SLX Architects proposed providing an automatic sprinkler system throughout the building in lieu of one -hour construction. We feel that combined with non combustible construction, that an automatic sprinkler system would provide improved safety for the building structure and its users. Instead of subdividing the building into 20,000 sq.ft. compartments, which would be of type II N and type II one -hour construction without an automatic sprinkler, we respectfully request that an automatic sprinkler system be installed throughout the building in lieu of one -hour construction as an alternate method of construction per U.B.C. 104.2.8. Please provide a response at your earliest convenience for the inclusion in our documents. Thank you • Brian Elliott SL.X Architects Cc: Eric McMullen Brian Raddabaugh 12390 NE Marx Street, Portland, OR 97230 S r I t 1.i. &Greene Ph. 503-258-0858* Fx: 503- 258 -0855 L - - -- - ' . }ee,ti itrtiri buuipuicni ,And Srup!ics TO: FROM: CITY OF TIGARD JERRY BUNN, SMITH AND GREENE COMPANY: DATE: DEVELOPMENT SERVICES 3 -1 -04 FAX NUMBER: TOTAL NO. OF PAGES INCLUDING COVER: 9 RE: CC: KITCHEN HOOD INSTALLATION INFO FOR C.F. TIGARD SCHOOL ❑ URGENT X FOR REVIEW X PLEASE COMMENT ❑ PLEASE REPLY ❑ PLEASE RECYCLE NOTES /COMMENTS: ATTACHED ARE ENGINEERING CALCULATIONS AND INSTALLATION METHOD FOR HANGING THE KITCHEN HOOD AT C.F. TIGARD SCHOOL. CONTRACTOR IS `SKANSKA' @503- 670 -4725 IF ANY QUESTIONS. JERRY BUNN SMITH AND GREENE COMPANY - 12390 NE MARX STREET PORTLAND OREGON 97230 503- 258 -0858 FAX 503 - 258 -0855 JERRYB @SMITHANDGREENE.COM a , city of Tigard ro ve d Pla App� pate u p1003 _ a OFFICE COPY FABRICATION C MODEL, & LOCATION VERIFIED ROTECTION DUCT NOZZLE PLENUM #1100 NOZZLE 1111011111 #1N 1 I I #245 15 1 CI l� e O (� J Cud ( O ITEM #02 ❑ CONY. OVEN BLODGETT ITEM #01 #DFG -200 0.B. RANGE - WOLF jFS- 2J -0 -18 f 1 \/ ,f ,t 1! 1( \. ,! , • • 6 18 38.125 1 6 87 6' -0" ELEVATION VIEW This plan is mode from amiable informot be verified by contractors, installers and job. Gatiord d>distries accepts no respct contractors, installers and others, and �? r F 54 h '��: 1 o i .5 I 6.5 \ a �: `,, DETAIL 2 �r ` UL LISTED FIRE DAMPER 24 I STD EXTRACTOR 9 •��,..` DETAIL 1 24 F.P. DROP / I I LT I FIN. CLG. 12 I HT. 12 MIN - (VERIFY) L 6' -6 76 MTG. HT. EQ. HT. n (t�AAX.) c I / I i ' 1, , \ L rr ,r SECTION VIEW EXHAUST DUCT 36 VOL: 1500 CFM SIZE: 10' x 12' I.D. S.P.: 1.33' W.G. . EXH X-1%,\ • h ` " `\\ "X\\\" Q o 0 o 0 11 C_I _ GREASE CUP - �` 1 10 DM Mid I --- 12 ----f FUSE LINK 10 4 1 _-"" 9 9 9 9 1 INLET _ _ CHEMICAL INLET, SI 54 - L { _ _ L._ _ o ITEM #01, & VENT. r I I (3N -4FP) I 4' LONG I O L O 2 14 0 0 9 V 9 9 0 0 0 0 • i N.. 111 24'H x 54 FIRE PRO MIN. OVERHANG --- 6 TO COOKING EQUIPMENT 6' -0" 12 (TYP) AT 250 CFM /LF 7' -0' PLAN VIEW ?RIOR TO FABRICATION ACTURER 8c. MODEL. � LOCATION, i .. a F ti _ i f .i ? 4 f: , .,f. UST BE VE :' y l a ; ;..x ' D R�. [ / / �"p�� S �a/, � ON "y`-Ct�,'_Y - -. � ,w` +mil - :$s ,. ., a i7r''.. -'! �.'-: f,;.r' - -��� 7 ' . 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WW1 N7d1 ' 11 1.11.5141 11Z 5NINNVo5 Aa5liM 1Z 1014 . =I 4114111V lit /1 RIVA 000H MOJA% I , . r a v i I 1 I N io' .. 05' I • V i m N I N I 1 Q ' . 1 ...• . l N N 1 t . ` ' • ® . y �� 11 �� 11 101 ` Il a W1M . ti �� 4 r i i :: -- 1 1 2" 111460116' 0" L0146. 3 In i 9 4 2., I.Al5t1111 121- 0",ONG II HANOV5 kV WOW 10 I II II 9l{'01;1i = A B UJ 1Rllf �(�' 0 1 NOOD WP »p 51�'POt:Ii NG I5 t W/ IZ' P8f�11; fIt D OOV z II II I /2 "VAPLL1P174:41: 5 i1 m ii o -I r �I D Z 11 11 1 Ol 1 c..) 1 a I. %, al 5/ lb ¢4' „ O11 10 m co W IA N .. UI t9 It ' Naar 5 11■15fAIMM K. c..103111 0fpg1'VW. op 0 0 22170 5W {1AllI AID. KIlCN IOW 5lpi?OJ;i C11�,5 D ~ ' '(I,W .A1�1. 01 ,91062 1 2850 9W GtZA}1E' AVI. r m a ( 503) - 692 - 49 (IGAq), OR 97223 A mA _ .._ �. -._ ..___^. __ A ii a' r‘ii_ r FEE -27 -2004 06:06PM FROM - MASON- OREGON 5034699600 T -304 P 002/006 F -616 t.,crt I'ncu r.... ` MASON INDUSTRIES, Inc. J08 NAME c,F:. TIGARD SCHOO SEISMIC :•. ' blanuroctunvs or V rcrIan Control Products C1JsTOMER: MASON REC3ON • - BRACING i 330 Reem Drive 2101 W. paaclett St., 5utte 0 Neuppppeuge, BY 11708 AnohUT G 92801 CUSTOMER P.O.. JOB NO. DETAILS ` I „: 519/348 -0282 714/15 -2727 • • • FAX 15 8/340 -0279 FAX 714/535 -5738 MASON E.O.: 19375 DW . NO.: WF- 19375 -01 T0XX 96 -8484 SSBS/UC 1 REQUIRED: (11 TAG: HOOD # ]1 SSBS /UC STEEL BEAM SI , C 45' / R OD COUPLING 1� UC.-1 UNISTRUT CLAMP (IF REQUIRED) (1) DIAME REF. WDS -UC ' STEEL BOLT ' (Per Seismic Brace) ` ROD STIFFENER O ,14:1.., ,, UNISTRUT (IF REQUIRED) NOTE: IF 'L' EXCEEDS 50 TIMES THE DIAMETER OF THE ROD, THEN A SSBS -12 VERTICAL STIFFENER REF. WDS -SSBS IS REQUIRED, F1- FVATION UNIT:_ FUME HOOD WEIGHT: 510 LBS ataal•1iu•r -) 0 0 EQUIPMENT tlelt.oli: 0 UNISTRUT MEMBER ra le A PS w PLAN VIEW OWN chK OWG. NO. HN 44 02n 7/04 WF- 19375 -01 FEB -27 -2004 06:O6PM FROM-MASON- OREGON 5034699600 T -304 P 003/006 F -616 '. y TYPE ■ MASON INDUSTRIES, Inc. i iii ~� J ;�;, Manuhlctursns of Vibration Control Products SEISMIC SOLID BRACE ,>T d '1111.. NY awing Address PO 8ax Smithtown, ply117ar S TRUT ANCHOR 350 Rabra Drive 2101 W. Crescent Ave., Suite t7 SSBS Ftauppeuga, NY 11788 Analloim CA 82801 ill 631 1348 0282 7141535 -2727 c , + F 631 8-0278 FAX 714/535 -5738 DATA SHEET WDS�SSBS tntoaMa cr rne.com In( —+� Solid Brace Anchor (Formed Steel) 1 11/16 W [43] 1 7/8" [48] 0 -. 17/32" [13] Hole Dia. (I i i 3 3/4" [95] "A" Hole Dia. � 1 1/4" [32] 2" [51 2 1/4' [57] TYPE SSBS DIMENSIONS AND RATINGS A For Rod Sizes Rated Capacity Finish: Size [In] [mm] [in] [mm] [Its] [kN] All parts are Zinc Electro Plated. -- ssas•12 1 13 318 & 12 9 & 13 1250 5.6 SSBS - 25/32 20 516 & 314 16 & 19 3000 13.4 SSBS -25 1 1132 26 718 & 1 22 8. 25 3000 13.4 Ratings are based on attachment to steel. Assembly Ratings are the lowest value of either the Assembly Capacity, slippage of the Strut Attachment Nuts or the capacity of the single hole anchorage bolt. Ratings are based on the worst case angle. Ratings may change depending on attachment methods to concrete. Testing was supervised and certified by an independent engineer registered In the state of California. Preferred installation angle is 45 degrees. Maximum variation plus or minus 15 degrees. Note: Not to be used as a vertical hanger to equipment, ductwork or piping, To be used as a seismic restraint only. FEB -27 -2004 06:06PM FROM - MASON-OREGON 5034699600 T -304 P 004/006 F -616 ••••°•••111" .,.::. MASON INDUSTRIES, Inc. TYPE ..' M anulacturrs of Vibration Control Products SEISMIC ROD CLAMPS NY Ropy to: PO Bo1 410, Smhn NY 17787 il1 380 Repro Drive 2101 W. Ccent Avo.. Suite P FOR STRUT CHANNELS U C liauppaupa NY 11788 Analtoim. CA 02801 I: 831/94 -0282 71a)sss 2727 Sizes 1 & 2 Ir11o6 Mason- Ind _ FAX 5738 � _ ....+r w...... NOTE: For use with 1 5r8 x 15/B Smit Channels V ` v MINIMUM OF 3 SEISMIC ROD , CLAMPS PER STRUT CHANNEL IOGKINr3 BOLT . .!. I kid - i w B .. 0 1140 , ROD SIZE A TYPE UC DIMENSIONS inches (mm) 0 Sze A B C Acceptable Ratl 5 L24 UC 1 (25) 1 118 (28 3,8 - -18 UNC 9,8 to 1/2 UC-2 11/4 (32) 1 118 (2 1r2' -13 UNC 5)8 to 3/4 NOTE; Calculations are based on Mason UC rod clamps. Since the size and quantity of clamps vanes with the actual rod length, clamps are not Included in the original quotation but can be furnished at an additional cost. • • FEB -27 -2004 06:O6PM FROM - MASON- OREGON 5034699600 T -304 P 005/006 F -616 ' MASON INDUSTRIES, Inc. SEISMIC OVER Uh(NINh UALUULA I IUINJ ,. ,' Naor of Vibration Control Product' SEISMIC RESTRAINT: SSB(S) (SEISMIC SOLID BRACING) 350 Robro Odve 2101 w. m. CA embed St.. Suue 0 CODE(S): 1997 UBC, 1996 GBC, 1998 CBC(DSA), 2001 CBC • Ncuppauga Nr 11788 Mo 1O. 92801 516 /348"0282 714 1727 ..I I.. FAX 518/348 -0279 FAX 714/535 -573A TELEX 96 "8464 PAGE 1 CALC. SHEETwCS- UBC97SSBS �...m. °mo Equipment overturning calculations based on seismic load applied at a critical angle. As defined in the 1997 Uniform Building Code, Chapter 16, Section 1632, the seismic Horizontal force, F pn, may be calculated using the following formula: a l ,, I 1 + 3 -) Fpet«,c) = R ` h a I, Except that Fyn shall not be less than Fpnimn, = 0.7CalpWo and need not be more than Fnntma.1 = 4Cll Where: Wp = Equipment operating weight ay = Component Amplification Factor, refer to UBC Table 16 -0. Rp G Component Response Modification Factor, refer to UBC Table 16 -0. Co = Seismic Coefficient, refer to UBC Table 16 -I, 16 -Q, and 16 -S. I 0 Importance Factor, refer to UBC Table 16 -K. hx = Component Attachment Elevation with respect to grade. hr = Structure Roof Elevation with respect to grade. Convert from Design Strength to Allowable Stress Design: &,PPOHT STiUCTJY Fpniai - Ff,, lj 1.4 il 11 45- \ 11 I) Vertical Uplift Force Fpv(e) = 1 /3 "Fppo) (in some cases Fp�is1 0b) TENSION IN STEEL MEMBERS DUE TO SEISMIC FORCES: For worst loading condition, apply Fph along the same ca�Pip* line as on steel member. Only one steel member 45 degree - - - I relative to She force, will be tensioned. All four braces will resist the • vertical force, Fpv. ELEVATION TENSION IN STEEL MEMBER AT WORST CASE: T F� + ,_FP.(21 - 2* COS8 4 * Sin9 Fph If T t Tc(atlow) 0. K- - .+,QI CI STEEL ANCHOR DESIGN: Cos 9 Tool, ° r ' c n n = number of anchors 1 TOP VIEW Sin D PROF\ { = jbalr f V I , 1 �` py ft - f Y A X4 • - F = 10000 psi a f„ , therefore OK „^...�� F, : If 26000 - 1.8(.10 20000 p <1 vRPGON 27 1 . F = 26000 — I.8(f,,) Dt1g°" Else F = 20000 psi. If F, a f therefore OK FEB- 27-2004 06:07PM FROM-MASON- OREGON 5034699600 T -304 P 006 /006 F -616 • " 7 MASON INDUSTRIES, Inc. ^1 Menulecnowv of voranon Cant Prom.crs JOB NAME: T. F, TIUARD SC1iOOL 350 Rahn) Drive 2107 W. t:rosoont, Suite D CUSTOMER: MASON OREGON ,a -' M2uppauge, NY 11788 Anaheim, CA 92801 E.U. NUMBER: 19375 il IC 631 348 332 714, 535.2727 F A X 631 / 348-0279 FAX 714 /535-5738 DATE 2 - I • ' FORM - Tag: HOOD # 11 Rxintnm etg t, w1= 51 ap= 1.00 Rp= 3,00 Ca= 0,36 1p= 1.00 hx 1.00 hr= 1.00 Fph 244.80 Iph / �^ 728.52 1 h « 734.40 p / !i� FPb(otiow.) 174.86 FPv(211pw)= 0.00 Seismic Force Ratio= 0.34 thcta(deg)= 45 theta(rad)= 0.785398 # of Braces resisting Fph= 2 # of Braces resisting Fpv= 4 Tc== 123.64 Seismic Solid Brace= SSBS -12 O.S.H.P.D. Approval= OPA -0349 Strut Member Size= I 5/8 x 12ga Bolt or Rod Size= 1/2" *At= 0.142 *Ak= 0.126 No. orbolts per brace- 1 SSB Prying Factor - 2.00 Tbolt= 174.86 Vbolt- 87.43 f- 1231.39 fv= 693.88 Ft(allow)= 20000.00 Fv(allow)= 10000.00 Tchcck= 0.06 `' PRO Vcheck= 0.07 vga / ` 34,628 A.T.S.C., 9th Edition - Pages 4 -147 • q �O RE GO N ®HARD` FORM A - 17270 19375, SS13S_AMt17,(97 UfEC) 2/27/2004 OFFICE COPY t it ea. ,r January 27, 2004 sue• .r., .. CITY OF TIGARD Brian Radabaugh OREGON Cornerstone Construction Management 5410 SW Macadam Avenue, Suite 250 Portland, OR 97239 RE: CHARLES F. TIGARD ELEMENTARY SCHOOL, EXTERIOR WALLS and FIRE- & LIFE - SAFETY Project Information: Building Permit: BUP2003 -00570 Construction Type: II -1HR Tenant Name: CFT Elementary Occupancy Type: E -1 Address: 12850 SW Grant Avenue Occupant Load: 2480 Area: 67,749 Sq Ft Stories: 2 Sprinklers: In lieu of 1 HR Hazard: Ordinary Group II The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 1998 edition and the Tualatin Valley Fire & Rescue Ordinance 99 -01 (TVFR99 -01) 1999 edition. The submitted plans are approved subject to the following. FIRE- & LIFE - SAFETY 1. Sprinklers have been used in lieu of the 1 hour fire resistive construction as permitted by section 904.2.4.1 OSSC. The sprinkler system has been upgraded from Light Hazard to an Ordinary Hazard, Group II, to increase the density as an alternate to Section 508 OSSC as permitted by section 104.2.8 OSSC. 2. The travel distance required by section 1007.3.3 OSSC has been reduced by 50% to permit an allowable area increase for the entire structure of 50% as noted in section 305.2.1 OSSC. Eight classrooms exceed the reduced travel distance to the rated corridor as required by section 1007.3.3.1 OSSC by 10 feet. The applicant will be installing a smoke detection system throughout the entire corridor system as an alternate as permitted by section 104.2.8 OSSC 3. Smoke Detection shall be provided in accordance with section 1007.3.4 OSSC. 4. Automatic sprinkler systems and manual and automatic fire alarms, and shall be connected to the building fire alarm system. 1007.2.4.1 TVFR99 -01 Group A occupancy portions shall be alarmed as per E occupancies. 5. Exit doors shall be provided with panic hardware.1007.3.10 OSSC 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772 6. Exit signs shall be illuminated at all times and shall be provided with a second source of power that will provide 1 1/4 hours of illumination in case of primary power loss. 1003.2.8.5 OSSC 7. The means of egress shall be provided with illumination of not less than 1 foot candle at the floor level anytime the building is occupied. The means of egress illumination shall be provided with a second source of power in case of primary power loss. 1003.2.9.2 OSSC 8. Provide one 2 -A rated fire extinguisher so that no usable space has a distance greater than 75 feet to the extinguisher. Standard 10 -1, Chapter 3 TVFR99 -01. STRUCTURAL 1. Special Inspection: Special inspection is required for Epoxy Anchors and Site Welding. The special inspection agency of record shall furnish inspection reports to the Engineer of Record, Nishkian Dean, the General Contractor, Baugh - Skanska 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 final 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 • Deferred submittals such as Fire Alarm, Fire Sprinkler, Truss Joist Shop Drawings, etc, will be charged a deferred submittal fee based on the valuation of the portion of the work being deferred. The minimum fee shall be $200.00. 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 proc- - -.ing the documents. Respectful , / anBl.• Senior). Examiner 18 / 6' 6" / 1' -11 " 0 L_____J -°- 1---- \ A _ \ fos 1 fos .. \ 1 Nl 6112 \ 4 10.8 2 S 0 N CO \ 3 �� S a s 02 --2 TOILET 8112 .3 ) 1 / 4 " = 1' -0 .m CFT ELEM SCHOOL REPLACEMENT 0311 -0702 ': - . f a, PACKAGE 3 - BUILDING SHELL MEP F w Sw P -1 224SW FIRST AVENUE POATLANDN97204 T 1 503 224 0173 F 1 503 3 22 2244 4836 2.3 - ENLARGED PALNS - REVISION TO PLAN 52 31 OCT 2003 - i t i fi „; F 7.6 --+ \ `' 5/8" GYP. BD. OVER 4" METAL �� �> "°`' STUDS @ 24 "O.C., ATTACH EACH I :� I -N STUD TO 6" 16GA STUD BEARING .... �. NM.- . ON ROOF JOISTS W/ (2) #8 SCREWS ■ar�si�i�`iatial� "� n � TIMI _ I o � i. / \ _. ,,„,, T TEEL ANGLE, SEE � O 1 STR .CUTRAL_,_AT_TAC -H EACH VERT METALRs• Ngi — STUD TO STEEL A Z ANGLE W/ (2) #8 ,' > SCREWS 6" X 1 5/8" D n X 16GA CONT I - STEEL STUD 5/8" GYP. BD. OVER D m r `' BOT CORD 4" METAL STUDS @ w m OF STEEL 24 "O.C. MI ROOF JOISTS 76 I E o V) 7.6 cn _ / ,� m =o I 1\\\ < rn O I I r r it . m tie.L.x.". c.Kd. x.„ ° I - -° STEEL ANGLE, SEES o 11 \ t '. / s .SJL2E1. UTRAL, ATTACH Z D - -- EACH VERT METRE #( o m -� STUD TO STEEL ,4? ANGLE W/ (2) #8 SCREWS M z N . N O 1 0 O C7 _ d- -I b a N N o i 1 o ' v o W N . O 1 1 ' 1 I 1� 1i 40 40 /1 4 t9 I 1 _ 2 1/2" METAL FRAMING j W18X46, SEE STRUCT PAIRS OF 1/2" 12" TRACK - HANGER RODS © 1200T150 -54 8'- 0" 12" STUDS - GYP. BD. WRAP, 1200S162 -43 SEE DETAIL 52/9.2 CONT 10" X 2" X 3/16" STEEL TUBE SEE RCP ' 12" STUD NESTED IN 12" TRACK - 3/8" X 4" X 6" STEEL 1200T150 -54 PLATES, CENTERED AT EACH PAIR OF RODS 22 STAGE HEAD STRUCTURE 9.4 1 1/2 "= 1 " -0„ CFT ELEM SCHOOL REPLACEMENT 0311 -0702 .' PACKAGE 3 - BUILDING SHELL ME ®_ 3 T245 FIRST ON7E 4 7 8 304 0 9.4 - INTERIOR DETAILS - REVISE DETAIL 22 4 NOV 2003 eg6:44.:444sd .X.: O'XM , ::evx�as'•i+ v: <ei: . : 9■:o.3V::r? ::3!.3w5.. . I I I OFFI M —RR 1A20• 1A2081 1 11 I 1 I II 50 I1 A 1 I i II - I I I MECH DUCTWORK, 11 COORD W/ STRUCT & CEILING SUPPORTS L OFFICE RR 1A1091 IA108I rw.r -sue am A Aft WALL SECTION MECH DUCT ® 3 /8' - '.- PLOT NOT CFT ELEM SCHOOL REPLACEMENT 0311 -0703 PACKAGE 3 - BUILDING SHELL MEP Ap2•6 R : SLA ADDENDUM No 2 7145 3NZS24 0NUE REVISE WALL SECTION 38/7.3 24 SEPT 2003 , `� 1 r • L BOX HEADER, SEE STRUCTURAL 11/57.0 CONC TILT -UP WALL, SEE STRUCTURAL D � r a ®107 -10" 3/4" PAINTED FIBER CEMENT BOARD SOFFIT ON METAL STUD FRAMING © 16 "O.C. SEALANT 1 8 TILT -UP WALL * ENTRY SOFFIT 7.6 3 „ = 1„ - 0., CFT ELEM SCHOOL REPLACEMENT 0311 -0702 L r= PACKAGE 3 - BUILDING SHELL MEP P -4 L 1 2 1 4 5 3FIR2SZ„N L7E3 POFTLANO30ZEZON47B3044 7.6 EXTERIOR DETAILS - REVISION TO DETAIL 18/7.6 31 OCT 2003 11!U4 /ZUO3 11:32 FAA 14065829992 NISHKIAN DEAN -> SLX [a 001 OFFICE COPY Nishkian Dean Consulting and Structural Engineers November 4, 2003 Mr. Rudy Schuver Selig /Lee /Rueda, Architects 213 SW Ash, Suite 201 Portland, Oregon 97204 Reference: CF Tigard Elementary NDI Project No.: 430.00 Dear Rudy: Subject: Ties for brick veneer Dur -O -Wall seismic anchors D/A 213S are an acceptable substitution for the specified Hohmann and Barnard anchor. Each anchor shall be attached to stud with (2) No. 10 self tapping and self drilling screws with Climaseal finish. Anchors shall be spaced no further than 16 inches horizontally and the tributary area for each anchor shall be 2 square feet (approximately 16 inches by 16 inches) If you have any questions please call me. Sincerely, NISHKIAN DEAN 4111.• • / �', , Gerald L Gotchall, PE SE Principal Enclosures: (1) Manufacturer's cut sheet for D/A 213S anchor cr G I ti �� N F �� 7159 OF.EGON 1 1 EXPIRES: QC:- s sU - p� 430 Memo 11- 04- 03.doc 319 SW Washington Street, Suite 720, Portland, OR 97204 (503) 274 -1843 FAX (503) 273 - 5696 Lg.!. 12/02/2003 17:13 FAX 5032741843 NISHXIAN DEAN OFFICE COPY S -c RUCTUR, \ ���� i PR (� ,°' l ),-r------ i v y ...--- e:- - OREGON 6 2" '/'& / V CLR. 9 t j is, N. Q v 1481 L. Go (EXPIRATION DATE: 6- 30 -05) 1 (12) #6 VERTS • • ..11‘. ..... #4 TIES @12 "0 c. • • • 30" x50" PIER .1 • • • • 1 (8) #6 VERTS • • • #4 TIES @12 "o.c. 18 "x18" PIER PIERS AT ELEVATOR PIT fe CLARIFICATION IN RESPONSE TO RFI 00018 G / LFG / RUf;DA I IM SELIG / LEE / RUEDA C.F.T. ELEMENTARY SCHOOL REPLACEMENT A R CII IT r C T S & P L A N N I I I I S TIGARD- TUALATIN SCHOOL DISTRICT No. 23J R S. 01 :u to Ia s.,. I Inn III - Intl.•!. n,.g.. rIO4 ,Inn, ::4 • WI ND430.00 26 AUG 204,3 I 'D430 CF Tlgard ES \Dwgs \Structural \RS Drawings \RS- 001,DWG, 00/27/2003 07:23:29 AM IL/ UG /LUUJ 1l :1L PHA DU.) /4104) IN1ann API Vratis UJ4 5 i. RUCTUF? \( \SP PROF FfsF OREGON 14 L GG EXPIRATION DATE: 6 -30 -C 4: 5 "± 1 /4" / 1� L5x5x5/16 ROTATED 1 /4" x2" CONT. PL 3/16 4--8 3/16 r 4 -8 1/4 -12 1/4 V4 -12 BEAM SET PLUMB INTERIOR BEAM EXTERIOR BEAM NOTE: BEAMS REQUIRED TO BE SET PLUMB, DUE TO CONTRACTOR REQUIRED CHANGES AT BRACED FRAME. o REVISED s .2 3/4"=1' -011 RESPONSE TO $AUGH RFI 0011 SELIG / LEE / RUEDA SLX. SELIG / LEE / RUEDA C.F.T. ELEMENTARY SCHOOL REPLACEMENT A R c . 1 t t r r C ti x > L A N N e t: s TIGARD- TUALATIN SCHOOL DISTRICT No. 23J ES , 0 2 :111 A A,1 11. 01 In. III • I.III„J Dog" 1:104 I1 :: • 11') ND430 00 28 AUG 2003 H• \ND430 CP Tigard ES \Dwgs \Structural \RS Drawings \RS- 002.DWG, 00 /28 /2007 11:23:01 AM 1 1Z /OZ /Z003 1 /:1Z FAA b(iZl4164,i 1N1 JIM 1AIN ll1:HIV ice/. uaa 5 1 RUCTUR,4 ia ..4re. of (--- •m.- OREGON Q 4'6. ,\`' v <� 4/6, 1°' �Pv 14 0 L. GQ !EXPIRATION DATE 6-- 30 -05J 0 0 5/8 • 8 3" STEEL DECK III 1/2 "x11 1/4" CONT. PL w/ 3/4 "0x$" HSA 3 1/2" 'A 012 "o.c. STAGGERED 1 1 1/4" WALL PANEL NOTE: CHANGES PER VALUE ENGINEERING s* *. DELETION OF CURVED W16x40. ( // 4\ REVISED 6. 3 /4"`i,_O" }C RESPONSE TO BAUGH RFI 0019 Sf '_EE / RUEDA — SELIG / LEE / RUEDA C.F.T. ELEMENTARY SCHOOL REPLACEMENT �) r , r N N r n, TIGARD - TUALATIN SCHOOL DISTRICT No 23J R S. 0 3 ND430 0(1 28 AUG 2003 ,,ND17G CF Tigard FS \Dwgs', Strum. Drawings \R5.003 PWG, O8/2R/2403 [)`1:36.89 AM 12/02/2UU3 17:11 FAA 5U32f4184d 1N1 JIM 1AIN LtialN S l RUCTURR z. Q_ P PROF �- F� \AGI NE4 gi, _.,-,° OREGON °,5) 416 ‘'e6 �Qv 3/16 4 / TYP 41< 13 L. GO 3/16 > 4 \ © EX PIRATION DATE: 6 -30 -05 S6.6 WSx28 —4/ • 4x4 TUBE W16x36 li ---- 114111., '' ... r v .. 3/8" STIFF. PLATE % / , ' - CTYP. • EACH SIDE OF BEAM \ ■ / \ / / 1/4 1 L '� ,, 7 PL 1x16x1' -4" 1 v (2) #4 TIES 1 / 4 V \ ` . \ \ / � / NON- SHRINK GROUT w/ 135" SEISMIC N / HOOK EA. END ` ' 115'- w iii r I� Mi (4) 1 "9 ANCHOR BOLTS �' w/ 1/2x3" SQ. PLATE �� iK. WASHERS WITH DBL. NUTS 1 � w L tl. _ tl. 6" ) , 6" , - #3 SPIRAL x • 3" PITCH / 1 DFTAIL- R -UISED S6.6/ 3/4 = 1 r_crtl ADDED TIES AT TOP OF COLUMNS to/LYE/RUEDA im e SELIG / LEE / RUEDA C.F.T. ELEMENTARY SCHOOL REPLACEMENT S . o n 1>, C u i r e r r s r �. n N N c a s TIGARD- TUALATIN SCHOOL DISTRICT No. 23J :li SW \.1 SI .il Riau 'tll I.ell.nl Oielntl 1':ei.1n:1 :t 01 ND490.O0 28 AUG 2003 H: \N0930 CF Tigard ES \Dwgs \Structural \RS Drawings \RS 004.DWG, 08/2B/2003 01:2330 PM IL/ UL/ 4lll10 1! ; 11 rt1A UUJ6! 4104.) 1N1D11I\1t%1N 11L'tf1N LEd UJ1 51 RUCT :v�C, I N DER 4 `�� 7159J 9 a _ 0 I = d, OR IN ( 0,51 Ly! �G , P 114 O L. GO,C�,`` ®I EXPIRATION DATE: 6 -30 -051 81 L . J 0 �_ _ 0 c . .1 ADD #5x5' -6" 012 "oc TOP & 80T _ 0 1 Li_ L e _____I I I _ \ I =f 1 CLARIFICATION...IN RESPONSE TO CALL I I X FROM STEVE 0 SKANSKA _ •a.(G / LEE / RCIGDA t SELIG / LEE / RUED.) C.F.T. ELEMENTARY SCHOOL REPLACEMENT SJ1*. A R C n i T li C T S k P A N N R R s .I' S W .1uI S TIGARD- TUALATIN SCHOOL DISTRICT No. 23J , 5 S., , /.uun :ul .riI,.I O., . v•34 0131 :iJ 01') ND430.00 2 SEPT 2003 H: \ND430 CF Tigard FS \Dwgs \Structural \RS Drawings \RS•00,.DWG, 09/02/2003 12 AM 1Z /02/2003 17:10 FAX 5032741843 N I SBA lAN DEAN LJ030 s - cp,UCTURR Sal PROF , V� ` �G), N EEC, O� 0 , 7159 A / • AO 011r OREGON O `'b n v N10 l l' IB, t 9 Q ,/ yZ D L Go,SC,`Z` EXPIRATION DATE: 6- 3O -05I I- J (nL� W 0 � I W (II (f) J j L,.I a `� � � - Z ,-� Z I > O ''' `` W w g � z Z o g 0 07 0 N J N - V) 0 0 0 DWz I 0 0 O >, ac o _J d °' ��Z /l g ¢ Q 1 a „0 - r l / / A 1. / • 0 n p U- O w Li- C:: J ° 5 Q �I� O f4; > 4 1 (i). C 1 I I - I -•6 L ,,1,40116:, 1 I - o ,c ,n , , ( ,` , z n *ditk W o Ai. � 4 U 1 ,a ,,:, — — Q II In 0 V IDto ", x Lei M W x cow x0 Q N� W n 1_m m 1_Q] ,+cLI( / LEE /RLIEDA SELIG / LEE / RUEDA G.F.T. ELEMENTARY SCHOOL REPLACEMENT IRS . 0 6 n ,a c n , T P r. r 5 & P A � N 0 i r: ¢ s TICARD- TUALATIN SCHOOL DISTRICT No. 23J :I! 1W A.. Iri err ,..w 91 • . r.rrl.n Urri� �I'r N13430.00 2 KEPT 2003. 14/ UG/ GUUJ 11 . U`J t'AA AU.G! 4184.) 1N13ri111H1N 111:A1N t UZU S -` RUCTURA ���� � ` 1'' i � darka ` . OREGON (1 r n '' J F ly t6, 19 #1 9 414 o L. GO 's EXPIRATION DATE. 6- 30 -05j l____I J W III LJ — u, (f) J W CL 0 - LL-. Z 0_ ce a > 0 Iv U f rn cx (7 V1 / „0 i '1 / I /\ NO 00 \O O 0 1 z Q O �� o I o III IY O ~ 0 . L L. L., C 2 : 1 , C 4- , 4c" i I I , , Lii At S \ 0 fl Ll_J o Z w l o to w Q II . c . c r ir W m in to W 4 � M N s 1 Q (.C. cc IA_ -4 'Q m w Q m CD w CO r-) (J ,:;LLIG / LFP. / RUEDA ' CI y SELIG / LEE / RUEDA C.F.T. ELEMENTARY SCHOOL REPLACEMENT A R G n 1 T l : C T s R . P L A N N E R S TIGARD- TUALATIN SCHOOL DISTRICT No. 23J R S, 0 7 - ND430,00 2 SEPT 2003 , F , __ \ GRID n c n n C UT & C HIP SECTION AT W16x36 1' -6 1/2" ` .. > , / __ trP. \\ / '/ 4 I 1 /2 x4 STI FFENER PL 71 c rc ., , TS BRACE I 3f4 GUSSET PL y r WITHIN 1" EACH SIDE cic F m SEE ELEVATION 45. ,, , ` D ' PROVIDE BLOCKOUT, y � NO CONCRETE _� H A325X BOLTS • r \ y l C vm a 114' -0" 1 1 /2 3 3" 3' -Nr N I SEE NOTE 3 - IN II: L4x3x1/2 2 - iYP - i s s,� I� LLV TYP. ��--/ ■ g lI, 14- co 4-* e +4 1 `- 1L ,,'- DJ 7/8 W16 o SEE NOTE 2 5 o 1- (4) 5/8 I I t c m A 325X BOLTS D AT L4x3 ■ ` � BEAM SEE PLAN / ■ L -i z TYP. AT BRACE 5/16 ( 11/1111W- � Z> 5/16r , -.01111 cn TS BRACE � W8x48 COLUMN 0 SEE FRAME 5/16 O o ELEVATION .� 5/16 V O q d m SECTION 1/2 "x4 STIFFENER PL 73 NOTES: 1. ONLY ONE BRACE AT SIM 2. EDGE OF GUSSET PL AT SIM. (UPPER BRACE) LOWER L4x3x1/2 NOT REQ. S-1 • m 3. EDGE OF GUSSET PL AT SIM. (LOWER BRACE) UPPER L4x3x1/2 NOT REQ. z P 4. SEE 20/S3.1A FOR ADDITIONAL INFORMATION. CJ �� I � -TA B- REVIS�� D ,.. kir G��� TA ti � g BRACED FRAME z o �� : F� o� 08 Om 13 CI) S3. 1A 3/4" =1' -0" *RESPONSE TO RFI-009 FLOOR LEVEL n - 0 N rn ? J ` a IN I- r n CA , \ GRID ` n SECTION AT W14x30 CUT & CHIP 7 G ' l f M ?f a ?P ,4I' Ill J GRID 0 c a CUT & CHIP FLANGE ONE SIDE ,, : { "_ m PLAN OF WEB FOR GUSSET PLATE d r •-■ U - i (13) 7 "0 T S 5x5x1/4 OR A325X BOLTS L5x5x5 /16 ,P J 1' -6 i /2" ROOF DECK ONLY AT SIM. I- / BEAM 30 3" TYP. c. Mill VARIES s z MINN — - - - - BOO AT ES TS5x5 -, d -�- II. / inr _ _ — BOO AT L5x5 l 1 2" 2' I 1 1 "' L4x3x i /2 ` 1 1 /2' , r n 11:. LLV M ,_ c -4- -,- �, 4 t Q m 7/8 (4) 5/8 "0 ° W 1 4x22 BEAM ti > z A325X BOLTS �; � r m Z D , \� • _ 5/16 4 LUMN o = ti; W8x48 CO 0 6o 5/16 -I m 5/16 or SECTION TS BRACE 3/4" GUSSET PL al SEE FRAME ELEVATION z rn 1/2" x4" STIFFENER PL 0 0 N • m I 4. w (2o BRACED FRAvE DTAIL—RIVISF3 o � N 53 A 3 =1 ' -0" *RESPONSE TO RFI -009 ROOF LEVEL D r ���� z O LA 1L /UL /LUUi 1 /:Ut3 FAA 5UiZI4164.1 N1 Stitt 1AN LEAN 0 s lRUCTURAL PROP / ("&1 N 4 fit . 2 - OREGON sQ y 1'4 L. GC' (EXPIRATION DATE: 6 -30 -05 1' -0 • • • • • • • 1' -0" # TIES —1r9 • • • , • #4 TIES Re: DETAILS 9, 1 3 & 1 7/S3.1 A * CONTRACTOR REQUESTED OPEN TIES INSTEAD OF CLOSED AS DETAILED. REVISED TIES AT BRACED FRAME ANCHOR BOLTS • `SELIG / LEE/ RUEDA X1 SELIG / LEE / RUEDA C.F.T ELEMENTARY SCHOOL REPLACEMENT A a e n 1 T li f' T s r 1 ,� N N i; n s TIGARD TUA SCHOOL DISTRICT No. 23J 'i . S. 1 ti /�..�L il: S'.v \.f Slr.:l A•nn :ll .I.r11.eJ �i.f•. r:•11 I!Yrl :ll 11'I ND430 00 3 SEPT 2003 12/02/2003 17:07 FAX 5032741843 N15HtilAN DEAN r uco s 1 UCTURA PROF ` `, l' NE 1 O� � � 7150 ,.. rT OREGON �G e\ti v Z.) i6, ti� ,N>..1 9 q4 -cG L. GO EXPIRATION DATE 6- 30 -051 f 1"0 SLEEVE x 6 1 /2" FOR ELECTRIC CONDUIT U ___ ►c, — V NMENCL- - 4x6 TUBE ( TS4x4x 1 /4 w 6x6 TUBE Re: 13, 15, & 17/S6.4 r, DPTAIL s6 .4 3/4 " =1' -O" SELIG / LEE / RUEDA ' ■ SELIG / LEE / RUEDA C.F.T. ELEMENTARY SCHOOL REPLACEMENT sLx A R C II 1 7 Is c l S & Is r. A N N c R s TIGARD- TUALATIN SCHOOL DISTRICT No. 23J RS .11 'I: S V sircr,. P... ,., P.,II.., 01cr.. .+ `1 .I'1 N D430 00 . 2h AUG 2003 12/02/2003 17:07 FAX 5032741843 N1SHK1AN DEAN 4 024 s i. AUCT 'CD PROTF ►�E� Ol 7159 O OREGON l3 ' 16, tcb Pv EXPIRATION DATE: 6 -30 -O (3) #6 CONT. BARS AT TOP & BOTTOM fl4 TIES • • • SECTION A —A 8 REVISED 3 /4 ^i! -p * TIE CONFIGURATION REVISED PER CONTRACTOR'S REQUEST shLTG / LEE /RUGDA SELIG / LEE / RUEDA C,F.T. ELEMENTARY SCHOOL REPLACEMENT S _ A n c II I 1 1; T S & r I. A N N e u �, S TIGARD- TUALATIN SCHOOL DISTRICT No. 23J S .12 11� S� �,1 Sttcat. 'A Vau :t�l .lest aeJ Il�terr V'.�! .11611 :7! 01 "1 ND430 00 26 A IG 2003 12/01/2003 17:06 FAA 5(liL /4184:5 IN I JI 1LHLN 1}/_I V G J 5 - � � � PR�F�s s io OREGON Q 0.Q ✓� Lr 18, 10 ^~ P V 1 3 LGO NG EXPIRATION DATE: 6 -30 -051 b PLAN , 123' - BOD *1 4-I • W30x 108 + I . I 74- SEE 5/31.2 PL 3/4x10x2' -0" (10) 3/4x6 WS (6 "GAGE) /2 BEAV CO\ \. DETAIL 3/4".1) - 0" VE CHANGES RESPONSE TO BAUGH RF'I 035 IG / LEE /RUEDA SELIG / LEE I RUEDA C.F.T. ELEMENTARY SCHOOL REPLACEMENT A R C N r T E C T 8 & P r. A N N E A S TIGARD- TUALATIN SCHOOL DISTRICT No. 23J R S .13 5U Alf. A.r untl� 1., 001 • 01011,00, 0"rr. 0710) • (100) 110 • 010) S LX ND430,00 15 SEPT 2003 H: \ND430 CF Tigard ES \Dwgs \Structural \RS Drawings \RS- 013.DWG, 09/15/2003 08:33:28 AM _ _ _ ...._...- .....• ................ .. wr 3 1Ci.,.. lff l.i.:L:A.•� it ff , . P; C , 1 , �r • t t.: •j1�Qjl�r ",••• • 'era - •sbL J..ie; ',.. `a,�.�ij�• +' q,, •. ?V iSe , .. .. , ° ∎It .; �;.• L.i, „1 "• v,u •�1��y: • i , ',F t �A:. , :S ='';': , i, : • "- •�t::P „ "'>''� . : 1, 1,1y ";rp1�'+5•tif•�,,•y`a'.yt; ql .��;. � •� y .'J;i�t:�•`'., N X 4 X F, ;. g � P�TUj�,q4, in - • ' c 24K 440/240 )0A W12x19 4 44. 40 J3A G1N �L%: co 7169 N 18 x X®1 N X N 3 X 56.0 X 3 � BELOW 9F -A5 BE W14x22 W14x22 W14x22 :F- LOa OREGON -9" :26_O 2 129' -4 129 - 1" % �,9 � 1cbc~ „P CP � An Ach �r , L CiC a 8-26-03 x 3 X 3 'EXPIRATION DATE: 6- 30 -05' A” 24 460/250 J5 ' W12x19 -1 4 460 50 3 W18x35 in < * r -_- EIVIIIRIFIV ' x V 3 S 3 FIB EF -4•4I 6' -5 ® 128' - 11" I I II ®l2E' -0126.-4" W14x22/ x5x5/16 _ W14x22 I - - -• J j W14x22 W14x22 - L5x5x5 /16 A� L5x5x5/16 L5x5x5 /1 92 BELOW H W12x19 „_, - W12x19 - W12x19 ' X ' ” ATc i An ,� An 12 .. AA n o o o o o X S63 3 3 . 3 3 3 3 o SIM. �- 9 _ W14x22 - W12x19 _ W14x22 3; - - W12x19 I® o cc) W N N N ,�'� 3 '3 m L5x5x5/16 l — N N N 6`1 . .1 EF -7 ® d 3 c` 3 3 3 3 3 of 3"x18 GA. e" m 01 STEEL DECK' EF -80 ! co :. rep. j i3: N N ,, CO AIN CNI 3 � NCIP 3 . i 1 m \ .. .. A - A X : A . -86 BELO "'a .. 2 W 4x LAW - W14x22 LOWER W14x2 OW R - f- ti ‘'.3' r 5 b ,/ b r S6.3 I 1 e i---- b b b 1 j o a- i. cc ct I 11 II 11 11 BEAM BRACING a a 0 AT BEAM MID -SPAN, d 12 , N CV N c vv SEE 7/S6.3 m Ac S6,3 c x v n N X C`.4 x ,s ue N M. x ID ,i 3 2 1 3 3 3 N � 3 � 56.3 / 56. 3 / B !_ W 12x26 / 1 12x26 II BF -97 BELOW it , W12x26 _ 3 S6.3 TS6x3x1 /4 AND 3 TS5x5x1 /4 AT CURVED ROOF. 3 — --� I -- _ I I — I I 1 SELIG / LEE / RUEDA SELIG / LEE / RUEDA C.F.T. ELEMENTARY SCHOOL REPLACEMENT �p A A R C u l T G C T S k P n N N C R S TIGARD- TUALATIN SCHOOL DISTRICT No. 23J R S .14 :IJ s Y l.A il.•ti A.�n 'AI luiii..l Ut, v - _AI 1`ell :11 Altl ND430.00 15 SEPT 2003 • . „, ;;.;.;„, ,,,, A , A ,,. ''''. ,,,` qaity4 '-'''' ' '.-' '' ':-'. ; ' ' , 4 '':''", ' ' '' "" kr.v , Lr',, TV '3 , .'"At Iii.4 'or ,,..",.•‘/,-,` .. ,, : .................... 1. ',. 4 4 1-, ), , ,IP PA ':' ' ' F- 1 BEL ,:; 41/4 ,,: " , : .‘ ' • ' • '' i: IP W M ' , ; , hy," -- .7 --. ::Kfk .... /i),,;.; , ',.; , ; , ;,:: , ' ,. A.i„;:;‘, , ;;;;,A,'-;;:.'';'10.;(-' - ,7.T - :• , :i) , " - ',: • - 7 . •-•-,, , IP _ 11 , N II , 7 . :,,, •,, ,, ADD 1 , .4 a) 1 VW cv LOWER ROOF tv- "4- %QV co 3 I in co r) -...---- co N 0 CO x 212 BEAM BRACE T ------12(1 8 CO EA. SIDE 0 (43 lOr RS v i V 3 MID-SP - AN 3 - 1 Rik SEE 12/51.2 SIM. 13 1 42 , w co TYR Alai^ 'IV L5x5x5/16 ..f t, •• SIM.UV Pt! • WER ' -,00F o i f Co TYP. • I J. , Alla .4- .\ . ADD 1 WV SIM. '...- _W16x26 UPPER WillIMIL:111 . . -- V - - y • ......... . 4 ■......1...... al MC X1 • 1 W . WUXI • LOW " ...................... / -J / / r; N- 4.,- co 4 • o . ul N 1 C4 CO N ! in W3 . 4', ! ...•-- -,--, . N x CV " 0 TC 0 if o N o x VirTYP. 3- 5 . E OW , . . —........._2/1.4 . CD — tv \ o4 01 to to ia ,..1 F-60 ... co •'• i BELOW / a) N - Ct3 a) • 4 al co cv a) I t•_ W 1 2)------(11--- l ---...._ c.),1 x CV CV X CV if CV CO imuwamminumn MM. W 1 6)".11111."11.11.111111.....". :.- x N , / : BF 11.0-\7 :EF-5 iir° F/ 3.18 CO CV t i ilmil • .. - 3 W21x= UP ,. ......,...„ 50 C3 4 ,....... PER ac LOWER s Nig lir A8 1 TE : LOWER /IR z :. 4 41141 a TYP. Pi8P7EAmE W 6x 6 / R s : 3 ........................ x N s ; f e I W b all r. it SEE 7/S6.3 I TYP. nrouili. — --.-- F,. la 1 4t. II L5x5 5/1 wir 1 ,. : 1 -.1 • . W12x19 co II Alt MDF N N'si t .---- • 1 I . : . . ... „ , _ .:, -,, x * (0 F. o 0 cr o ..t co 3 I F. a ,- n cr I I i i 0 x co ir 71 1 11 b . / a ..* - eh NI' X tb Mk AtIti■ . & ; r.6.5 1 • / ; F - ; 8 %PP NW 64 B E OW W 6x.6 massmrm...,, ... „ PARTIAL ROOF FRAMING PLAN ' :4" 12/02/2003 17:04 FAX 5032741843 N1SH1(1AN DEAN 41020 S -c RUCT PROF \ ��D I s s �o OREGON X4 4 0 L. GD ' (EXPIRATION DATE: 6 -30 -051 0 L4x3x 1 /2 LLV (13) 7/8 "0 A325X BOLTS W14x30 BEAM 1' -6 1 /2" / 112' -5 1 /2" 4 �4 - +` ++4- 4++ B.O.D. 11;. -x-+44+4-, k *- - 4-44 -* 40- , 7/8- ,. 5/16 > o 5/16 1 5/16 'i _A� TYP. 5/16 /l� ter— 4 , 4 C4"� A 1/2" GUSSET PL ,� 1 1/4� 1 /4 (NP. TS4x4x1 /4 BRACE SECTION 1/2 "x4" STIFFENER PL _J W8x28 COLUMN NOTE: SEE 20/S3.2B FOR ADDITIONAL INFO. ( 1Zt'>1)I S\ 'PG 4. '' 1 ") C . I - BRACED FRAME DETAIL - REVISED 2B N.T.S. /LEE /RUEDA Im o SELIG / LEE / RUEDA C.F.T. ELEMENTARY SCHOOL REPLACEMENT A R C I I I T U C T S Sc P L A N N P R S TIGARD- TUALATIN SCHOOL DISTRICT No. 23J RS. 1 5 1IS S k 1.1 ircvi v... IUI C.i II..A Orvrev t•; IJ -IIUJI ::! 11:1 N0430.03 24 SEPT 2003 12/UZ /ZU(13 1 /:U3 UAA SUJZl41846 1N Wit‘ 1HMN Dr..an l£iJu1:1 s -r AUCTURA \ �a 1 PROFs , w 4 Z 7159,' o.;•; i, .._. way .' OREGON 1 V � ` °o p the, 15 S O L. G EXPIRATION DATE: 6- 30 -D51 0 (13) 7/8 "0 A325X BOLTS r 1' -6 1/2" 5/16 \` 5/16 / SEE PLAN —OR— FRAME ELEVATION Ai 1 /4 f) �� / /////:: 1/4 , I 0 I W12x26 IIP: 5/16 h, + , 5/16 1•. 4)7 ))_ ,o N N\ W8x28 COLUMN 1/2" GUSSET PL TS4x4x1 /4 1/2" STIFFENER PL TO COLUMN FLANGES NOTE: SEE 20/53.2B FOR ADDITIONAL INFO. (12' VsS (',. °0 OE.-" dt " °1') 16 BRACED ERAVE DETAIL-REVISED S3.2B _IG!LEE /RUEDA gin SELIG / LEE / RUEDA n n r_ n r r r: c r s s r C.F.T. ELEMENTARY SCHOOL REPLACEMENT R c . 1 PLANNERS r+ L R s TIGARD- TUALATIN SCHOOL DISTRICT No. 23J ►J Not3o.a3 24 SEPT 2003 12/02/2003 17:03 FAX 5032741843 N 1J11n1AN U IN LEI u.1.6 SZ RUCTU/144 \, , - I P ROF Fss o ( i �; . °4 , ... - < :: OREGON .Ck9 -°,4), 1 6 N �� ti � .14 b L. GO EXPIRATION DATE; 6 -30 -051 GRID SECTION AT W14x30 CUT & CHIP / 1' -6 1/2" 1 Il 1/2-x4 STIFFENER PL i TS4x4x1 /4 BRACE ? ,, 3/4" GUSSET PL sr PROVIDE BLOCKOUT, IP S NO CONCRETE (13) 7/8 „� WITHIN 1” EACH SIDE 1 13' -6 1 /4" A325X BOLTS . � W14x30 1 � I _ c _ I� _ _ Pr _III. ;! t �'� _ L4x3x 1 /2 `' 1 I+ I I: LLV TYP. — — " ∎' I :11.-. + yllt 11 1/ 7 /8aa / `o (4) 5/87 A325X ro k BBOLTSS AT L4x3 BEAM WHERE OCCURS 1 TYP. AT BRACE 5/16>-111 � � SEE PLAN 5/16 1 I —WSx28 COLUMN / 5/16 A 5/16 SECTION TS4x4x 1 /4 BRACE --//--- 1/2" x4 STIFFENER PL NOTE: SEE 20/S3,2B FOR ADDITIONAL INFO. (RCM S ,r J)&/t FRAME 3ETAL- REVIS9 EiBRACED 3a2B 3/4 —1i—o" / LPfi / RUEDA M131 SELIG / LEE / RUEDA C.F.T. ELEMENTARY SCHOOL REPLACEMENT r� A R C IJ ] f G C T 5 & P �. ,� N N C R S TIGARD- TUALATIN SCHOOL DISTRICT No, 23J IR s. 1 i. tw aa sur. a.. :ni Patlldl on, +c ma+ a . u N D430.03 24 °DEPT 2003 12/02/2003 17:02 FAX 5032741843 N1SHx1AN DEAN • Lg10 1! S,- RUCTUR4t. Ps s, c y 1:i. ROF ` OREGON Y V 4�� - r18, cle\, 4D LGG-CG EXPI DATE: 6--30 -051 —___, GRID SECTION AT W12x26 CUT & CHIP GRID ligaTXMIIIIIMillid CUT & CHIP FLANGE ONE SIDE PIA OF WEB FOR GUSSET PLATE 1' -6 1/2" W12x26 BEAM (13) 7/8 "0 A325X BOLTS 1 1/2" " " " 3 3 3 2" " I 11111 \._ TYP. SEE PLAN —OR— — T — 1 umma. � 3�� +� ( j � FRAME ELEVATION -"' L 4x3x 1 /2 11 LLV . Ni. ___ Al i_ 7/8" ( 4 5/8"0 III I W14x22 BEAM A325X BOLTS i 5/16> i � 5/16 � W8x48 COLUMN I1 r 5/16 '•- •o , 5/16 V SECTION TS BRACE 3/4 GUSSET PL - SEE FRAME ELEVATION 1/2 "x4" STIFFENER PL 72O BRACED FRAME DETAIL - REVISES 1 3.2B 3/4". l 3/4"= ,C /LEY. /RUEDA SELIG /LEE / RUEDA C.F.T. ELEMENTARY SCHOOL REPLACEMENT A R C" I T r: c r s r L n N N C R S TIGARD- TUALATIN SCHOOL DISTRICT No. 23J R s, 1 8 f: SA fF ]irrl Keu lul leiii +./ I1r. FeK r!:I+ rfl +i+ ul' ND430.03 24 SEPT 2003 1Z /UL /ZUUS 1'I;UZ NAA 5U3Z /41134S IN1SIM1AIN llhAIN LQJUlb 7159 N t i f:— y� Jr y� y`J• o af^' Y �a...weaN °`.' „ • C.c� Jf 1/2" PL 3/4x8x8 5/5 °t�x5" WELDED STUDS 1 GAGE TOW 1 /4 1/4 W8x 18 HOIST BEAM 126' -4 a ;�— ® VERIFY /� V C3 SIDES PL 1/2x3 1/2x5 AT C.L. OF EMBEDD PL • * IN RESPONSE TO SKANSKA RFI # DETAIL AT ELEVATOR HOIST BEAM $FUC3 / LEE /RUEDA C I SELIG / LEE / RUEDA C.F.T. ELEMENTARY SCHOOL REPLACEMENT J ., II N i r c r $ x, n i. A N N u k 5 TIGARD- TUALATIN SCHOOL DISTRICT No. 23J R S. 19 op 1111 211 S, ,d Suui bme 301 • lu004. Omen SHOI • OW 72 • ND430.00 2 OCT 2003 H: \ND430 CF Tigard ES \Dwgs \ Structural \RS Drawing0S -019.DWG, 11/07/2003 09:15:45 AM 1Z /UZ /ZUU3 11 :01 FAA_ bOaiZ /41543 N1 SBA .LAN DEAN_ 11 44015 ;f . 4 . ' •a r ' FtQk "iv��,V' „ � t f 9 R�( jhi' o,S'�i�S�A�y,��Jq��1•;''l`? :; y1,1 :F'+. i,'a'!1 ;j . „ '?;)%; „ ii:; ; �� I F` i�;i t�:. •,r;;>: {�a.90, , , .�) .f,fr� � :i r',, . 5 .(AUCTUF P O — 4 0,- 15B t. 1 A OR GON CIO ''.6 C(‘ 1 Cnti P NI q4 0 L GO (EXPIRATION DATE: 6 -30 -051 GUSSET PLATE SCHEDULE�D� LEVEL MARK IN/1 ADDED STIFF. PL 1 /2 "x4" Al 1' -11” AT BASEPL SIDE A2 1' -11" AT BASEPL SIDE A3 1 1 -5" AT COL SIDE A4 1' -10" AT BASEPL SIDE A5 1' -8" AT COL SIDE A6 1' -9" AT BASEPL SIDE A7 1 '-8" AT BASEPL SIDE A8 1' -5" AT COL SIDE * IN RESPONSE TO STEARNS RFI # BRACED FRAME ED 11 GUSSET PL SCHEDULE- REVISED S3a 1 A 3/4 " =1' —O" SEL E/RUEDA I213 SELIG / LEE / RUEDA C.F.T. ELEMENTARY SCHOOL REPLACEMENT A R C II I T G C T S & P L A N N E R S TIGARD- TUALATIN SCHOOL DISTRICT No, 23J-- R S� 2 0 !1] SV. A,1 f,.ael, Il.ee lal f.,llaal, 0 1]101 . (]a]� 111 . II)1 .• "„ NDA30,OO 8 OCT 2003 12/0Z/ Z003 17 : DO 1NAX 5113L 141643 1VlJriAlAri LL'Aly vj ul'I • elAUCT *1 Mr /o W ir ..:, / „ ,.-4 4 ' 9 AT EXTERIOR FRAMES /� " / S3,1 A OREGON 17 AT INTERIOR FRAMES 44D L' GO,�G1` S3.1A A RI EXPIRATION DATE: 6- 30 -05] BLOCKOUT 14 _j S3.1A c yQ • EXTEND GUSSET TO TO COLUMN WEB AT SIM. ^ r SEE 15/S3.1 A TS BRACE „� _ `9' —W8x48 COLUMN 5/16, %Si W 5/16 / 111 111 Z 3/4" GUSSET PL v) NON - SHRINK GROUT X w 100' -o" ■ w L 5/16 __■•• °°°1111.1Vr' 5/16/ \ !t �.1 .. 5 ∎I I , N • • 0 • ! } a ' • • • • ! • 1 /2 "x4" STIFF PL _ AT BASEPL OR COL o SEE 1 1 /S3.1 A (RS.20) • • CV WELD PER 19/S3.1A ., ., • \ 0 • \ —fits PL 1/2x4 1/2 SQ / SEE PLAN w/ DBL NUT / # TIES ®4 "o.c. #6 ©12 ,r o.c. TOP AND BOTT. / 1 f ' 3 L NOTE: PROVIDE BLOCKOUT AT GUSSET PL HOOK BARS TYP. NO CONC WITHIN 1" EA SIDE * IN RESPONSE TO STEARNS RFI # C 3 FRAVL FCOTI \G DETAIL - REVISED S 3. 1 /� 3/4"=-1'-o" SE _EE /RUEDA SELIG / LEE / RUEDA C,F.T. ELEMENTARY SCHOOL REPLACEMENT p s . 2 1 S L A w : ' ' ; ' P a N 's N " ' R S TIGARD - TUALATIN SCHOOL DISTRICT No. 23J 1 �, ND430.00 0 OCT 2003 12/02/2003 17:00 FAX 503274 •• , N1DHn1AIN ULAN �J u1a :ii: `,ta: ) •'`• •.�:';r „ +V`rj i� \` \}3 i1.• .':'S +'71 1��; ti \ ..,1,•i PRO, ,f-.1..., � .4. � r • . 51i OREGON �� �2 l} -!6, , 0 %.,/ P v 14 D L GO � G 'j' 'EXPIRATION DATE: 6- 30 -05' GRID 131' -0'® ____ TOW 1/4” CAP PL 2" 1.1 all I VARIES s BOD ---7 10 L\I 11 I iV In I NS I 1 3/4 "0 A307 BOLT w/ WASHER IN I 13/16 "x3 1/2" SLOTTED HOLE I I I I _ I 1/4 1 1 1/4 / `F/ s 1 I - 1 I %4_ PERIMETER BEAM Li : L6x4x3/8 LLV TS COLUMN PL 3/88 STIFFENER FS EA SIDE OF TS COL 3 DETAIL - REVISED -S7.1 3/4 „_1,_O” CONTRACTOR REQUESTED ALTERNATE DETAIL TO ACCOMODATE SCHEDULE SELF ,G / RIJEDA III SELIG / LEE / RUEDA C.F.T. ELEMENTARY SCHOOL REPLACEMENT n n c u l r c c r s a P L A N N E R S TIGARD- TUALATIN SCHOOL DISTRICT No. 23J RS. 2 2 :il SK . \re sri. Rn.o ial P.i X1..1. Oelne 1 - lel 11.11 lii. c1 +1 ND430.00 OS OCT 2003 12/02/2003 16:59 FAX 5032741843 NISH.K1AN DEAN , .:- ',',•,.%."MqtrAl , fr , $,) kr,vVi .. , . . . ' ' . ! .' ' ' . '.. ' -' • '' i. ' .. n .'• ' .*;'.."*!',;44,),Z,'•i!;i4," ollitr..46. 'f ',. !. ' ., ' : .■ !.:, .1:V V . ,, .1Y t wrAd.lt: „ , ' ,,,, ,. . Y „,; — ' .' " • ' ' '*!'*,; ''t ■ ,' . , :1,‘ 9 :''.''` , A. 'J'' :' .. * '*• :'' * . CT . T . , . * : , ' , AY * Ph ' ' c$ PROT . pr4:1•W. oG1N4 ,„ • . .4ssii . 7 : . , - / -. If OREGON 4 ,.. 4 1 L G s13C1% EXPIRATION DATE: 6-30-051 TOP & BOT 1" r MPH 1 EA SIDE 1/4 8 4. 1 1 /2" x4" VERT 2 T — IL SLOTTED HOLE Illkaiiii IL SEE ARCH - --=---. ____ Kip EA SIDE 1/4 V 3 I L6x4x3/8 LLV FILLER PL 1 1 /4x4x8 I I PL 1 1 /4x8x8 AT JOINT j, 4"i, j, 6" 1 TS6x4x 1 /4 COLUMN (7) DETAIL - REVISED 3/4" = l ' -0" * RESPONSE TO STEARNS RFI # SET_ 3E / RUEDA C. F.T. ELEMENTARY SCHOOL REPLACEMENT CI A S E i G T r / . c L T E , E , / R A U N E D A TIGARD-TUALATIN SCHOOL DISTRICT No. 23J RS.23 . . ND430.00 08 OCT 2003 12/02/2003 16:59 FAX 5032741343 NISHMAN MAN 1 U11 9 fkUCTURti • • PgOF Fss o I r 11, OREGON X 0, 9 4.16 , EXPIRATION DATE: 6 -30 -051 GRID • . W8 COLUMN 1/4 V 4 I II cV I , I c I II .7 I I SEE ARCH I I II 1 I L7x4x3/8 LLV EA SIDE > 1/4 V 3 TS8x6x3 /8 x2'' -0" DETAIL = REVISED S7.1 3/4" =1 ' -O" * CONTRACTOR REQUESTED ALTERNATE DETAIL TO ACCOMODATE SCHEDULE SE'; E /RUEDA - Cf: C.F.T. ELEMENTARY SCHOOL REPLACEMENT A S /LEE RA S LX A R[ 11 1 T E C 7 3 R / r L A N N E UED R S TIGARD- TUALATIN SCHOOL DISTRICT No. 23J RS .24 111 Se 1r1 fair r�, A++• ]el t +�ilrel, Orelee 11:11 110111:1 � el 1 ND430.00 08 OCT 2003 1 IL/ UL/ LUU3 lb : 06 PHA 0UJ4/41843 1NI Will 1HIV 1JL"HUV LSJutu s c iAUCTUR : , \ PROF 41 01# OREGON 44 D L GOG (EXPIRATION DATE: 6 -30 -051 1I1IH 12 4° TOP , D I I L pp Iiv I SEE ARCH I 4 TOP 4" MIT 11111 1 hilt L7x4x3 /8 LLV 4" BOT 1/4 r 12 .I PL 3/4x9x2' -O WELD TO COL PRIOR TO SECTION A -A TS AT COL FLANGE PL 3/4x6x9 GRID WELD PER 7/S7.1 3 1/2" 2 1/2" I1 4/l e TS8x6x3 /8 x2' -O" WINDOW ii TS8x6x3 /8 x2' -O A 71 A GRID - Z JAMB STUDS TYP. W8 COLUMN ELAN 0 A (RS.23) S7.7. 1 1 5\ DETAIL - REVISED S 7:y DETAIL CONTRACTOR REQUESTED ALTERNATE DETAIL TO ACCOMODATE SCHEDULE SEi .EE /RUED& MEI SELIG / LEE / RUEDA C.F.T. ELEMENTARY SCHOOL REPLACEMENT A R C I I I T E C T S fl . 5 TIGARD- TUALATIN SCHOOL DISTRICT No. 23J R S. 2 5 N0430 00 08 OCT 2003 12/02/2003 16:57 FAX 5032741843 iN1 111 IA1N 1tA1N tg cf) RUCTURAL. ' D PROF \ 4® OREGON ` -- sz,Z EY 44° L. G O�G EXPIRATION DATE: 6- 30 -_0] • 0 414 x �? I o - O U 0 CNI I / LEE / RUEDA al SELIG / LEE / RUEDA C.F.T. ELEMENTARY SCHOOL REPLACEMENT A k C H I I F■ C: r S s l'I.ANWS TIGARD- TUALATIN SCHOOL DISTRICT No, 23J R S e 2 6 zn tp 1.a to"! r..,. HI ■•ni.... Ono. (110+. IHJl is -O ND430.00 8 OCT 213 H. \ND430 CF Tigard ES \Dwgs\Structurat \RS Drawings \RS 026.dwg, 11/07/2003 09:17:15 AM 12/02/2003 16:57 FAX 5032741843 NISIItIA1N lltA1N Ryjut/o 1PUCTURA4 S :` , PROF. 7 ,......., - ;, �- .1GI Ill , T 3" STEEL DECK ' 125' -0 " ;,.. ..a._ .._..._ 1-1 7 , ,1 ,.....1;" ° /� OREGON y �is1 'IL. 1� �, ■ v / � , 123' -8 "® q4 o L. GOCG� - - - - - - - - - - •;;1_. FEXPIRATION DATE: 6-30-051 Id: . !0;; :u: W30x108 ii" 111_ W1 0x49 COLUMN u B II II U u n u u u TYP.> V `` II PL 3/4x7x12" II u u II TS 5x3x1/4" II I 1 u II u u to- 1/4 „� a / ' u // 1/4/6 < R u a u A J u II —T -- I - - - - u - - -- PL 3/4x6x12” u 1 /4 V 4-1/2 II N n 6. ' D =TA IL S 2. 3 C 1 /2".1' -o" '(i /1.EE /RUEDA al SELIG / LEE / RUEDA C.F.T. ELEMENTARY SCHOOL REPLACEMENT A N C 14 1 I' 1• C' •I' S St N L A N N 11 it s TIGARD - TUALATIN SCHOOL DISTRICT No. 23J R S- 2 7 :11 sW A.R shell Rana lel 10111104 11„,n. 47141 • Doll :!4 • W1 NO430.00 8 OCT 2003 H: \NO430 CF Tigard ESIDwgs\ Structural \RS Drawings \RS- 027.dwg, 11/07/2003 09:17:39 AM 12/02/2003 16:56 FAX 5032 /411343 1N13171% 1 HMV 1J1JH1N S s• AUCTUN`1 ,(<4\ PRO/ -,‘ , LI :::,/ , , , C \ .t),C, 1 N Re ,, ,l_ . _ 3" STEEL DECK 125' -0 , 1:1. r — ,r STEEL JOIST i a F 0REG 0 A � / F Z1- ' Q vi 3 ' -8 '� X 444 L, GO -- ` r Ao [EXPIRATION DATE: 6 -30 C ` \\ L 4x3x1 /4" CONT. Milliiii II-3 16\ 3 -12 ' 16 Pr 3 -12 - W30x108 DOUBLE NUT �' � 2 1/2 3 -10 DOUBLE NUT PL WASHER SEE ARCH 1 /2x3" SQ SEE ARCH X eir .„. 5/8" HANGER RODS T. ROD & DOOR / , TS 5x3x 1 /4" C6x8.2 TYPICAL PL WASHER C1 2x20.7 1 /2x3" SQ. (WITHOUT JOINTS) ' , (/ L4x3x1 /4" In (LLV) CONT. ,,�„ i O .1illiJ 1 ® 11 2' -0" - -- A, , - - I _ \4 -12 1 /4 V/ 4 -12 2 "0 ACCESS HOLE 1 /4 a AT HANGER RODS 20 D ETA L S2.3C 1/2".1.-o" 'C3 /LEE /RUEDA lal SELIG / LEE / RUEDA C ELEMENTARY SCHOOL REPLACEMENT A R c• „ , , I: l' I'S N N „ K s TI,GARD- TUALATIN SCHOOL DISTRICT No. 23J R S , 2 8 !.1 w ,r r.•,.. x,.., :m r.,m.a mn•. +nri ue„ u eiu ' ND430.00 9 OCT 2003 H: \ND930 CF Tigard ES \Dwgs \ Structural \RS Drawings \RS -028.dwg, 11/07/2003 09:18;25 AM 12/02/2003 16:56 FAA 5U3Z/4184i 1N1 Wilk 1H19 V /MN uuu 5 lRUCTURA ( 4 PRO (. , ' ,: f r ii . l," - 1 :.- 7 : 1 ',..., ---.'-'-f:;7 \ OREGON 4.16, \� P v ; � 4‘ O L. GC EXPIRATION DATE: 6 -30 —g A END PL 3/8x6x12" ]i BRG PL 3/4x6x14" ; 1 11 11: (2) 7/8" BOLTS OM MI I I I I I I I I I I I I I I I I I I I I A I I I I I I TS 4x4x1 /4" I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SECTION A -A 17 DETAIL .3C 3/4" =l' -O" 'G /LEE /RUEDA SELIG / LEE / RUEDA C.F.T. ELEMENTARY SCHOOL REPLACEMENT A k C hl I I Er r S fit I' �. A N N k k S TIGARD- TUALATIN SCHOOL DISTRICT No. 23J �, S. 2 9 II I LP 1J Yuen uy.x III . 22111224. Or,pw I7:04 1 11/ • 11 1 ND430.00 13 OCT 2 003 N• \ND430 CF Tigard ES \DwgS \ Structural \RS Drawings \RS- 029.dwg, U/07/2003 09:18:47 AM 12/02/2003 16:55 FAX 5032741843 ni 3/111. 1 FUN unttil ■n? .vn „...r-- ",!? r .. =, / -1 6' .LG/ UG/ GVUJ 1U JJ I'AA JUUL 1 Y1vYU +. a uaaa....— ......s.. - - • i / f__ TS8x6 COLUMN 1 I� 1 1 I 1 1 I 1 1 1 1 6" 1 1/ Y I 1 1/4 V I I 3/4x8x0' -8 1/2 BEARING PLATE 1 1 w/ (2) 3/4 "x8" REBAR EPDXY ANCHORS I I (6" GAGE) 4" CONC. SOG 1 1 RECESS BRG PL INTO TOP OF SLAB 1 1/4 V ,I, e _ 1 9 ETA IL 3/4 " =1' -0" S ., R UCT UR i����D l PR�F� � / _ >,.. "~ / OkF.CO( Q v . �ls- t �P �/ 14° LGGCG X RESPONSE TO STEARNS RFI 35 'EXPIRATION DATE 6- -30 —O51 um i KUtaDn C.F.T. ELEMENTARY SCHOOL REPLACEMENT S SCI._TG / LEE / R LJF..DA Rs . 1 ii A n r I l l I r. ('I ti a r I \ n . i i\ \ TIGARD- TUALATIN SCHOOL DISTRICT No. 23J '2t „ . 13 OCT 2003 .,,. ,.. , .. ND43 1Z /UZ /ZUUJ ID: O4 rAA DU.]L Lir>a. - --•• 3" ROOF DECK n VERIFY W 1 6x26 W16x26 I i f 3/4x6x10 I I w /(4) 5/8" BOLTS U I TS8x6x1 /4" I I I SEE ARCH TS6x4x1 /4" I I I I I I i I I I L R 3/4x6x10 I I w /(2) 5/8" EXPANSION ANCHORS I l I 1" GROUT I I 100' -0" RUCTUA COLUMN AND LINTEL AT KITCHEN ROLL -UP DOOR,, `;/ 3/4 " =1 —O" F lF.. N \e/4). /6, 9�� Q L. GC% EXPIRAT,ON DATE' 66 - -3D t , I [.1 i:11-1.0FDA — — C.F.T. ELEMENTARY SCHOOL REPLACEMENT ..S1...V1 SELIG / LEE / RUEDA „ , r r. 1 s I � . + I- TIGARD TUAI_ATIN SCHOOL D'STRICT No 23J !_ ND490 00 I1 OCT 2003 14/UG /GUtrd 10. o4 FItA JV0GI•t1UYJ I. ,.,.,_.,�.,,. ,.,..,.. v —- SI RUCTUR44 4 „. „.,,, y / l N.E �j CSL � 7159 r , "Vi` -t>".` ` ., it L .., I OREGON G '?s1r16 ti���Pv -9 O L. GO • 'EXPIRATION DATE 6--30 -051 3 SIDES 1/4 ' L6x4x5/16x4 1/2" LLH F !lip TOP AND BOTTOM 3 SIDES 1/4 Pi SEE ARCH. r_ 4, II W8x28 OR TS6x6 COLUMN TS 6x6x1/4 BEAM HORIZ, 3 SIDES 1/4 r 1 / 4 F CENTERED IN STUD WALL. AT 6" STUD WALL 4 L8x4x 1 /2x4 1/2" LLH 3 SIDES) 1/4 v TOP AND BOTTOM ir- 3 SIDES / 1/4 i 1 V <3 SIDES 3/8 STIFFENER PL _J \ EACH SIDE OF WEB ® SEE ARCH. _ � W8x28 COLUMN EDGE OF OPENING I 1 ( 3 SIDES TS 8x8x3/8, CENTERED IN ,/4� STUD WALL. 1/4 3 SIDES L5x5x3/8 1/4 4-12 1/4 4 -12 I I I22I 1I II 1II'IIIIII I I1I J TD c ADDED IL- REVISED 3/4 = , _ O rr DETAIL AT 8" STUD WALL LEE / RUEDA al SELIG / LEE / RUEDA O F.T. ELEMENTARY SCHOOL REPLACEMENT A II c III r r I r .∎ r i. N N I. N s TIGARD- TUALATIN SCHOOL DISTRICT No. 23J R S, 3 1 ... aria. I..e r.r .r. .�! t.al.. • rl r . ..i .r r ND 4,30 00 04 NOV 2003 12/02/2003 16:53 FAX 5032741843 NISHKIAN DEAN [ 001 N1SHKIAN DEAN Consulting and Structural gngmeers T i; -,` :' NSMITTAL LD ate December 2, 2003 To Mr. Brian Blaylock Building Department City of Tigard Attention: Brain Blaylock Fax 503- 621- 3681 Phone Project CF Tigard Elementary School Project No. 430,00 Transmit Fax Fax ❑ US Mail ❑ Messenger ❑ Overnight ❑ Other F irst Class FedEx Via No. Pages 2 ITEM COPIES DATE DESCRIPTION 1 1 VARIES RS.01 to RS.33 REMARKS Copies of all structural revison drawings to date as requested, Gerald I, Gotchall, PE SE Copies File Transmitted By h:lnd430 cl tlgard esladmmltransmittals1nd430 transmittal 12 02.03.doc 06/01 319 SW Washington, Suite 720, Portland, OR 97204 b►' (503) 274 -1843 FAX (503) 273 -5696 w �'�. � a suc 224 SW FIRST AVENUE PORTLAND, OREGON 97204 T1503.224.0173 F1503.224.4836 November 03, 2003 Brian Blaylock Building Official, City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 RE: METZGER ELEMENTARY /C.F. TIGARD ELEMENTARY TRAVEL DISTANCE Brian: , Thank you for your telephone response to the memo we initiated, dated October 31, 2003, regarding item no. 1 of the fire and life safety plan review for C.F. Tigard. Per our conversation, the attached exiting distances shown from classroom to exit corridor is adequate for use as an area increase in the building code analysis. Smoke detector information will be forwarded to the City when our office receives the submittals from the General Contractor. We also discussed the need to wrap individual beams in the corridor floor /roof ceiling assemblies for a one hour rating. Because of the approved fire sprinkling alternate method of construction, we understand that it will be acceptable to run the rated corridor walls to the bottom of the floor /roof deck and firesafe all wall penetrations without protecting the structure which runs through the corridor envelope. If there are any questions or required revisions to the statements above, please do not hesitate to call at 503- 224 -0173. Thank you Brian Elliott SLX Architects cc. Brian Radabaugh S E L I G / L E E / R U E D A A R C H I T E C T S + P L A N N E R S , L L C Q CO 0 0 - 0) — — w °1 � — — I 1 1 1 - I, 1 1 1 o CCCC N h � Ai I aa I II UG I II (I) I 1 = = =7- N — — ` _ (5) - � I -1 r y Mr-- _ . . - - - -- -- 1 I — L_ - 01 — jr III I I- �� m Ill I rt -rrl –I rt II N L _ t! 1110 i i ,;,-, I 111 cob:.‘ II E 1I 410 — ° a Sp\ — I - O • i _ J W • El 1/E a a U T N111 � i ila — - o e 8 I 4 1 -03J I o 1 1 1 1 1 --1- 1- 1-14 1 M r ---- cc le 1 i I � - - a. — f ly . �r ~ _ 4' � I I o ■ � _ („ N L l0 5� .i L _ NOTE: ALL DISTANCES I I U � S I i1i 'ma, SHOWN ARE FROM 2 ' , FURTHEST POINT IN P 1 ROOM TO CORRIDOR fill - I _ _ . Ak _ _.-il I _z yr r TRAVEL DISTANCES - 4 ROOM POD CITY 103103 4 = . , CF TIGARD ELEMENTARY SCHOOL REPLACEMENT ig '" tigard - tualatin school district no. 23j 1 • 0 224 SW FIRST AVENUE PORTLAND. OREGON 97204 1/16" = 1' -0" 31 oct 2003 T1503.224 0173 F1503 224 4836 — II 1 ram I UPI II I ram II I II II I _ CD) I � I.1 I I I - 1 _ Phil - 1 i- S 0 SROOM - , 1 !, .111.14 � _ u I I 1 K •SSROOM I rmootH....• ____ + ' f " H I RD l im r RESOURCE r gm_ - 6,..• OFFICE " Il 1 : EAD START rwi RR Ell _ kb.' "' I _ — Ili �LI � ' �t RD 0 1 1 + i 4 4 IF ii + LA I, 0 SSROOM II • I 1= I , 1 SP CIAL ED I O _ — I Is i i l, vi NOTE: ALL DISTANCES SHOWN ARE FROM FURTHEST POINT IN 29 30 X 31 ROOM TO CORRIDOR - �.___ ∎ - _ .� I - - N ■ ATER _..,... Alt NW ,......;. ,,,,;g.,,1 v ; _` ,),, ..4$• .: TRAVEL DISTANCES - 5 ROOM POD C ITY 103103 - °` CF TIGARD ELEMENTARY SCHOOL REPLACEMENT =H -i6= ,_ l.rvE SIX tigard - tualatin school district no. 23j 1 • T21450 FI2 OREGON F1503 Z24 4536 1/16 = 1 31 oct 2003 Ge, th SLX 224 SW FIRST AVENUE PORTLAND, OREGON 97204 T 1 503 224.0173 F1503.224.4836 November 05, 2003 : ECEWVED Re: CF Tigard Elementary School Replacement NOV 7 2003 Exterior Walls and Fire & Life - Safety Building Permit BUP2003 -00570 CITY OF TIGARD BUILDING DIVISION To: Brian Blaylock Building Official, City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 From: Rudy Schuver Architects SLX 224 SW First Ave Portland, OR 97204 In response to your October 10, 2003 review comments: FIRE & LIFE - SAFETY 1. "The reduction of travel distance does not comply with the requirements of section 9pp �� 1007.3.3.1 OSSC to qualify for the allowable area increase factor of 1.5 . . ." A r r �`� v a. See attached November 03, 2003 memo "Re: Metzger Elementary /C.F. Tigard C o IZJ? / PO i. S S'JTC11 Elementary Travel Distance." 1,5 PAO TEc C S/70 Jr-Lt 061-cc/ b See attached drawing sheets 1.0 and 1.1 for revised locations of rated comdor doors. 2. "Floor drains are not permitted in any required clear floor spaces of restrooms B 107, B112 t o, and C110. Revise drawings . . ." f a. The floor drains in Toilets Al20, B107, B112 and C110 are revised to flush capped 015 cleanouts. b. The floor drain in Toilet A220 is deleted. 3. "Provide roof vents at the stage area as required by section 405.3.3.2 OSSC." a. Section 405.3.3 Ventilation, states: "Emergency ventilation shall be provided for all ® {L stage areas greater than 1,000 square feet or with a stage height of greater than 50 , feet ... Ventilation shall be by one or a combination of the following methods in Section 405.3.3.3 and 405.3.3.2." b. As indicated on Drawing Sheet 0.1, the Stage has an area of 878 square feet. The height of the stage is less than 20 feet. For these reasons, we do not believe that the Code requires roof vents at the stage. L/ S E L I G / L E E / R U E D A A R C H I T E C T S + P L A N N E R S , L L C 0 4. "Detail 52/2.3 indicates the 60 inch diameter unobstructed floor space intersecting the water closet...." a. See attached Drawing Sheet P -1, for revised door swing and 60 inch floor space indication for room B112. STRUCTURAL 1 . "Provide calculations ... for the attachment of the exterior steel studs to the structural frame..." a. See attached (2) Structural Calculations booklets. t 7 2. "Clarify capacity of the "vertichp "... If "vertichp" is a listed product, provide listing." a. See attached Structural Calculations booklets, with product information for / "Vericlip" and connection capacities on sheets S -13 through S -17. / 3. "Provide calculations ... for the anchorage of the base plates of exterior steel stud walls to concrete." a. See attached Structural Calculations booklets, page S -12. Q G rp 4. "Provide calculations for anchorage of boiler. Use formula in section 1634 OSSC." (,g" a. Per Specification Sections 15140 and 15240, equipment attachment design, details t o \� and calculations are the responsibility of the Contractor. These will be submitted by 50 the Mechanical Sub- contractor to the City. 5. "Grid C and Grid L on sheet S2.1AW have cross section cuts that refers to a column. Is LIG there a column at the location or should is refer to S7.0 ?" a u J Mai a. The detail call -out should read 1/S7.0. V 6. "Provide construction details, including connectors /fasteners, for the sheetrock encased �3 soffit as shown in detail 28/7.1... " R L 'RS 1 1 mss 7.6 aHiciv 1� a. See attached Drawing Sheet P.2 r NA S p oi BEGS"' - loam /IT l� 7. "The soffit in detail 28/7.1 appears to be supporting a large folding partition.... provide t , (,,(i calculations for the support of the door." A ( f a. a. See attached Drawing Sheets RS.26, RS.27, RS.28 and RS.29, and attached P 3 up f\i055 Structural Calculations booklets, page S -52. � V \ 8. " Provide construction details, including connectors /fasteners, for the proscenium wall in 0—\V 0 detail 34/7.2." r\ . -�j a. See attached Drawing Sheet P -3. ?V' 0 9. "Clarify support of the rated shaft below the second floor slab in detail 38/7.3 . . ." Of� a. See attached Drawing Sheet AD2.6, which indicates that the rated shaft below the second floor slab has been deleted. 10. "Detail 18/7.6 supports a tall insulation wall. Clarify spacing of the PAF used to attach the n �� •� track to the tilt -up wall." &�`� Ppo� a. See attached Drawing Sheet P -4, for revised detail 18/7.6 which indicates a box of, Al ° r N � , N t{ 1,1 11. "Clarify the type of anchor and the spacing of the anchor that will be used to attach the masonry veneer to the steel stud walls." a. See attached November 4, 2003 memo "Ties for brick veneer" . 12. "Provide calculations for the welded connection of the cantilevered member shown in detail ©� 19/S7.1 and 20/S7.1. The calculations shall include drift loading." a. See attached Structural Calculations booklets, pages S -31 and S -32. 13. "There are 2 details identified as 4/S7.2 ?" J�vf a. The detail at the lower right hand corner of sheet S7.2, is revised to detail number 1. 14. "Cross- section note @ Gridline U between 22 and 24 on sheet S2.3BW references sheet S7.3 ?" a. The detail callout shout read 8/S7.2. 15. "Bubble note at the top of page S2.3AW has been cut off. The bottom portion reads S7.1. Clarify the top portion." a. The detail callout shout read 9/S7.1. CONDITIONS 1) "Smoke Detection shall be provided as required by section 1007.3.4 OSSC." a) See Electrical Drawings and Specifications for area smoke detection design. 2) "Fire Alarms, manual and automatic shall be provided. 1007.2.4.1 TVFR99 -01 Group A occupancy portions shall be alarmed as per E occupancies." a) See Specification Section 13851. 3) "Fire Sprinklers shall be provided and be designed as and Ordinary, Group 2. This type of sprinkler system has been approved as an alternate method of construction to be used in lieu of 1 hour, fire resistive construction." a) See Specification Section 15300, paragraph 1.3B. If there are any questions or required revisions to the statements above, please do not hesitate to call me at 503- 224 -0173. cc. Brian Radabaugh, Cornerstone Robert Aman, Nishkian Dean Cft \correspondence \out \city\ 11.05.03.F &LS.doc r, kit October 10, 2003 Ft' E opy • Brian Radabaugh C cpy Cornerstone Construction Management 5410 SW Macadam Avenue, Suite 250 Portland, OR 97239 RE: CFT ELEMENTARY SCHOOL, EXTERIOR WALLS and FIRE- & LIFE - SAFETY Project Information: Building Permit: BUP2003 -00570 Construction Type: II -1HR Tenant Name: CFT Elementary Occupancy Type: E -1 Address: 12850 SW Grant Avenue Occupant Load: 2480 Area: 67,500 Sq Ft Stories: 2 The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 1998 edition and the Tualatin Valley Fire & Rescue Ordinance 99 -01 (TVFR99 -01) 1999 edition. The following information is required prior to the issuance of the Building Permit. FIRE- & LIFE - SAFETY 1. The reduction of travel distance does not comply with the requirements of section 1007.3.3.1 OSSC to qualify for the allowable area increase factor of 1.5 as noted in the Building Code Study on sheet 0.1. The building exceeds allowable area. Provide area separation walls in appropriate locations to comply with Chapter 5 OSSC. 2. Floor drains are not permitted in any required clear floor spaces of restrooms B 107, B112 and C110. Revise drawings to indicate relocation of floor drains. 1109.10.1 OSSC 3. Provide roof vents at the stage area as required by section 405.3.3.2 OSSC. 4. Detail 52/2.3 indicates the 60 inch diameter unobstructed floor space intersecting the water closet. Verify adequacy of the restroom to incorporate the unobstructed clear floor space as required by section 1109.10.2 OSSC STRUCTURAL 1. Provide calculations to support the design solutions that have been submitted for the attachment of the exterior steel studs to the structural frame. The calculations shall include the weight of the veneer and the ability of the "verticlips" to handle the loads. 2. Clarify capacity of the "verticlip ". See detail 2/S7.0 as an example. If " verticlip" is a listed product, provide listing. 4 3. Provide calculations to support the design solutions that have been submitted for the anchorage of the base plates of exterior steel stud walls to concrete. 4. Provide calculations for anchorage of boiler. Use formula in section 1634 OSSC. 5. Grid C and Grid L on sheet S2.1Aw have a cross section cut that refers to a column. Is there a column at the location or should it refer to S7.0? 6. Provide construction details, including connectors /fasteners, for the sheetrock encased soffit as shown in detail 28/7.1. This is not typical framing. 7. The soffit in detail 28/7.1 appears to be supporting a large folding partition. Is the folding partition supported by the floor? If not provide calculations for the support of the door. 8. Provide construction details, including connectors /fasteners, for the proscenium wall in detail 34 /7.2 9. Clarify support of the rated shaft below the second floor slab in detail 38 /7.3. How are the studs that support the shaft wall attached to the metal deck and to each other for the vertical and horizontal runs? Verify weight of "shaftwall" for the design. 10. Detail 18/7.6 supports a tall insulation wall. Clarify spacing of the PAF used to attach the track to the tilt -up wall. 11. Clarify the type of anchor and the spacing of the anchor that will be used to attach the masonry veneer to the steel stud walls. 12. Provide calculations for the welded connection of the cantilevered members shown in details 19/S7.1 and 20/S7.1. The calculations shall include drift loading. DETAIL NOTE CLARIFICATION 13. There are 2 details identified as 4/S7.2? 14. Cross - section note @ Gridline U between 22 and 24 on sheet S2.3Bw references sheet S7.3? 15. Bubble note at the top of page S2.3Aw has been cut off The bottom portion reads S7.1. Clarify the top portion. CONDITIONS • Smoke Detection shall be provided as required by section 1007.3.4 OSSC. • Fire Alarms, manual and automatic shall be provided. 1007.2.4.1 TVFR99 -01 Group A occupancy portions shall be alarmed as per E occupancies. • Fire Sprinklers shall be provided and be designed as an Ordinary, Group 2. This type of sprinkler system has been approved as an alternate method of construction to be used in lieu of 1 hour, fire- resistive construction. 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. Respec , rian ' a c ck, Senior Plans Examiner • v� A , cAt recH � C VI 6. 1 P�7 P pN • og,p fl O P z_- S'PXI ?c- 1 e 9 foe 'c c. 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