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7333 SW BONITA ROAD-3 Mar- 1 1 -03 12 : 08P GA MI 1 I r R AR( I; III CTURE_ PC 503 827 7989 r' e 13 (3 Stairways and handrails shall comply with the provisions of OSSC i - 1003.3.3.1 through 1003.3.3 7. CITY OF TIGARD STRUCTURAL CALL ULA'PIONS March 11, 2003 ,% 7 Handles, purls, latches, locks and other operating devices on doors, NEw 3 -0x1'-0 /� \ OREGON cabinets, plumbing fixtures and storage facilities shall have level or other `_ shape permitting operation by wrist or arm pressure and not require tight FOIA NJ`1. IN6U1_ATEA � � P P� � DR w; WEATHER GA Miller Archin-acture, PC grasping, pinching or twisting to operate. OSSC 1109.3.1. S1R!PPING AND 2125 SW Fourth Ave , Suite 516 AD-A COMPLIANT Portland, OR 97201 � 8 Mounting heights for environmental and other controls, dispensers, N� - A.__.EONEER-BUILD ING electrical and communication equipment system receptacles on walls and - - (; Re: Office Mezzanine Addition to Existing Warehouse - Bonita Pioneer i other operable equipment shall be within at least one of the re Ach ranges 7333 SW BONITA ROAD-,) 1 specified in Section 1109.2, and not less than 36 inches above the flour. Project Information OSSC 1109.3.2. TIGARD, OREGON NEO.' FRE-ENG � I Address: 7333 SW Bonita Rd. Floor Area: 1,693 MFT,4L �TAIRb, LANDING BUP2002-00055 Construction Type: III-N 9 Floor coverings and surfaces shall comply with OSSC 1109.6 for UNDER DEFERRED - Occupancy.- a q' y. j -- NEW MEZZANINE -- �© UNDER DEFERRED _ -•� P Y� Exits Re d: 2 accessibility. I; • 0 �, � ylJ51'11TTAL --__-_ ; - � Sprinkle,ej: Yes Floor Design Load: 50 psf - 10. Doors shall comply with the requirements of 1109.9 for width, I The Ci'y of Tigard Building Division has completed a review of the above maneuvering clearances, thresholds, closers, hardware and opening ,`�� PROFFs RECEIVE[ referenced project. This review was performed under the provisions of the State force. The opening force for exterior doors shall riot exceed 8 '12 pounds \��tM01 N•r�`r/ of Oregon Structural Specialty Code (OSSC), 1998 edition and the Uniform Fire and interior door 5 pounds. 12,187 FEB 0 5 2003 - Code (UFC) as amended by Tualatin Valley Fire & Rescue. The plans are - approved subject to the following conditions 11 .Minimum 2A,10BC fire extinguishers shall be provided throughout the CITY OF TIGARD � building so the travel distance between extinguishers does not exceed 75 BUILDING DIVISION i 1 Special inspection is required for concrete placement. The special feet. UFC Standard 10-1 . �o v`�� is, a� -_ - - -- _ -- - - - --{�) inspection agency has been identified as Carlson Testing, Inc. All ti� F. N0a10\, inspection records shall be forwarded to the attention of Hap Watkins, 12.A copy of the approved plans shall be on the job site at all times and Supervising Inspector at 13125 SW Hall Blvd., Tigard, CR 97223. available to the City of Tigard inspectors for inspection purposes OSSC I EXPIRES: 12131 Section 106.4.2. 2. Deferred submittals are identified as the prefabricated metal exterior stairs for the second exit and structural calculations for cutting the new door in 13.A final inspection and Certificate of Occupancy is required prior to I the existing concrete tilt-up wall. These shall be submitted and approved occupying for the intended use of this building or parts thereof. OSSC p by the City of Tigard Building Division prior to any work performed on Section 109.1. 4 sI --- Q --- - - -- - these items. 3. Exits signs s',all be internally or externally Illuminated at all times and shall Sincerely, 9tt'T TITLE have an emergency power source. OSSC 1003.2.8.4 and 10.13.2.8.5. � L,�,r„ �'A hij 1� PARTIAL FLOOR PLAN 4. rhe means of egress shall be illuminated at an intensity of riot less that 1 Ga Lam ells AU g y Gary p Contents SA MIS LEP .��}� I�s-r-0 foot-candle at the floor level. This lighting shall have backup power from Building Official AF11G}' )TE-C7•jJ,;1.5 p� �L,� FWeCT' n^11TA an automatic emergency system in the event of a power failure. OSSC Bonita Rd,7333 Plan's P1 - P2 2125 sw PCLPT I AVD&E surto 5I6 QQ� A/;MIL. � G&" T� PIM ��• 1003.2.9.2. C. Hap Watkins, Supervising Inspector BUP2003-00055 Gravity Calculations GI -G7 PoaTLAND,o�eoN 97-1C)I • /,/ 1333 OW SONITA ROAD File Contact Person: John E Nordling,PE 4 of 24 Lateral Calculations LI -L2 i� 0301-05 t!?r,, RT ND,OREGON •� TIGARD, OR�QION 5. Exit doors shall be openable from the inside without the use of a key or DATE MA!?da II,2003 G� �NOT eM�'��T�tA s/� T� any special knowledge or effort. OSSC 1003.3.1.8. "■• BERRY-NORDLING JOB: BONITA PIONEER MEZZANINE n� Q� 000 ro cr>o"Lamer Ler 04 00. 1.1 emmrT OQQNtIN BTS GAM OIBt'�Y'C�07 Ot7hL11C179 TO'T1.t' �... -- r AVCWTz1 644MI I&Y. Bonita Rd, 7333 ENGINEERS INC. CLIENT: GA MILLER ARCH "r1:'!rl JOB NO.: 03-019 BUP2003-00055 Bonita Rd, 7333 2 of 24 Bonita Rd,7333 BUP2003-00055 13125 SW Hall Blvd., Tigard, OR 972.23 (503)639-4171 TDD (503)684-2772 BUP2003-00055 CIVIL-STRUCTURAL DATE: JAN 2003 BY: JEN _SHEET NO.: COVER 1 of 24 3 of 24 3607 SW CORBETT AVE.,PORTLAND OR,97201,503.227.7783,FAX 503.227.7784. bneng(e-z.net -J 6+�-J t I (�_O `1 t.t r r'1� �1 lL I r^Pr � � ) '\, IT `�rwV / ! u J•1 �tJ J � 1a�hlz - -- - �1J l,n..` S,� y W w`' `�" �+� ``� 50 t c 715, L CI t,'� - E 5 I o ( ,� 31� �td>,♦ ,• S, rn.` 3s C a,.0 GaS 1J L�J 900,11 1 I �_ of r I Vv\ �►,,,+C (�1, �j t f1� (0 *1, V �T�.�. a�. l: -' 0 13 i - Irl j 1 I ,_-�•_ t _ ,�.. AT � w -19 I S r ' 1I11 r � �'J 1�'� Y r ` t 1 I�I S �,V 4� �.•J � '� L I 'fi I ----- - --- �..-1'I I --�t I (, _. 1 W�`z (05 It owl It �--•� --�. I I I I� I Wim. 5 .� vs � ll 0 3 � , ---------- -- i --i� F I I ' � �=:�.- t ,r-------•--------, � �.--__. :�� .m._:::� ` -- fin,` � � 3 l __ ._ c ___. _� L___-__-- �J r-� _ • 1 ,, , C-------- �► 11z. VA __- - --.,I --- Z 1 f'iL y- br\-,- Uj 31Q 163" 1 1 . 1 l6 t�l\1. >� Pv� C IIS f •� f -.. -� I� ,� bS _� " d �+�I 1 Bonita Rd.7333 I ( ,� � .... C - , ` -� s Bonita Rd, 7333 BUP2003-00055 �, �� \ BUP2003-00055 5 of 24 --- ------ 8 of 24 - - --- BUP2003-00055 Bonita Rd,7333 BERRY-NORDLING NIT BERRY-NOIt1�7iLING sof 24 - - � BoP2003`�0055 -N ---JOB: BONITA BO A PIONEEiR MEZZANINE ■• JOB: _ BONITA PIONEER MEZZANINE BERRY NORDLING "� '�• BERR1 ORDLING JOB: BONITA PIO_NEER_MEZZANTNE _ �a JOB: BONITA PIONEER MEZZANINE ■. ENGINEERS, _ ENGINEERS, INC. C'I.IEN'I': GA MILLER ARCH t��1t 1�1 JOB NO.: 03-019 ENGINEERS, INC. CLIENT: GA MILLER ARCH - 0:1:.'1 \ JOB NO. 03-019 d"I ENGINEERS, INC. CLIENT: GA MILLER ARCH 131I3`:1�1 JOB NO.: 03-019 CRS, INC. CLIENT: GA MILLER�.RCIi '7r1 '_! JOB NO.: 03-019 �� CIVIL-STRUCTURAL DATE: JAN 2003 BY: JEN _SHEET NO.: P I_- . CIVIL-STRUCTURAL DATE: JAN 2003 BY: JEN SHEET NO.:_ r Z_- } CIVIL-S�i ItUCTURAL DATE: JAN 2003 BY: JEN SHEET NO,: ;hit '■ CIVIL-S fRUC~TUBAL DATE: JAN 2003 _ BY: JEN SHF,ET NO.: 3607 SW CORBGTI'AVIf.Pu)t I LAND OR. )7:i)I,50]•227-7783,FAX 503-227-7784. bneng(�e-z.net Kd)i SW t Y)RBP 1 I'AVIPt)R17.AND OR,972UI,503.227.7783,FAX 503-227.1784 hncng•n r,nri 3607 SW CORBETT AVE.,PORTLAND OR,97201,503•227.7783,FAX 503.227.7784. bneqg@e-x.net 3607 SW CORBETI•AVE.,PORTLAND OR,97201,503.227.7793,FAX 503-227-7784. bueng(.4e-a net " r +1R•.':' _ � '°w.,- 'TM ey.nw� �.N3r" 3awuc - 9 .. NOTICE: IF THE PRINT OR TYPE ON ANY i t rl I I I IIIIIII 1 1 1 III I I I A I IIIIIII III I I IIII 1 1 1 I I I f 1 I I f I I I I I I I V I I I A I I I I I I I III W__ II I I IIMAGE IS NOT AS CLEAR AS THIS NOTICE 1 41 5 7__- _ - _1. __ -_ gI_ -_. 1 - o� 1 ITIS DUE TO THE QUALITY OF THE No 3e ORIGINAL DOCUMENT - - - --- - f Q�£I 8j7, 81Z L17. 8�Z �Z �Z £�Z ZJZ TIZ UIZ 81T 8 f GIT 81T 9�i I ib�T I firT Z T 1t �1 8 1 B I L - 9 1111► liil 1111111 IIII III►IIIIIIIII IIII 1111►II IIIIIIII IIII IIII IIII IIII IIIL�IIII IIIIIIII 11111►111111111►I1111111�11111111�11!I IIIIIIII Illllli111!! l.11li.11ll�ll I I 11 ii I i IIII lllll�llll�l►IIIII1111111111►I►IIII►►11111 11 ll II u�u��ulllji�► 1�>��1j1111,11111111.1�ll�lIJII11111I111 F3 l�IvmJ /rJJ JJM3a 1 : rL CXI3 IN.Q �a dFJ3g17a..a 6` (pN� 36077 SW CORRBLETf AVE INEERS,INC. 360'1 SW CORRBETC AVE INEERS,INC, • 3�SW CORBETC AVE INEERS,[NC. n A" PORTLAND, OREGON 97201 PORTLAND, OREGON 97201 PORTLAND, OREGON 47201 s t5..1��{t,�• YZuu Ukl-° It•rt S13•� t • \q Date: 01/22/03 Pae Date: 02/05/03 Page: Date: 01/23103 ILA► 51( ' �I -- -- I�l�J1 fV��r�} �S� fit) 9Page: P"3Sld••�� `� 33Ju RI ; -{- �Ipk11 MULTI-SPAN TiMBER BEAM DESIGN MULTI-SPAN TiMBER BEAM DESIGN MULTI-SPAN TIMBER BEAM DESIGN a47w 0._yA - 'I 3 BONITA PIO11IR MIZZANINB BOAITI PIONEER NIZZAINE BONITA PIOB88R MIZZAIIAB ' • Ghb - � 4 �) ulie - U00f bill D-(TL) D-(TL) D-(oil) D-(1111) U(TL) 3-(DL) U(III F-NTLI Moil MALI G•ITLI 0-M) 1-ITLI B•ILLI I-(TL) I-ILLI 341 a'` GENERAL DATA 1 2 4 5 - GIIDAL DATA 1 7 3 S 6 7- GMUL DATA 1 2 1 : 5 6 - 1 All Spade Sieple Support ?7 10 111 Spade Simple Support ?? : 118 111 Spent Simple Support ?? YES Spans Length ft : 13.00 4.00 12.00 4.00 Spee,Length It : 12.00 12.00 17.00 k, 19.00 19,00 19.00 Space Length ft : 6.00 6.00 7.00 L00 4.00 1.00 v LS 11 ) � �s a 1 341 Ind Parity: Pio:pia Pis:Free Pia:Pin Pio:Pree no Flxity: Pin:Pin Pia:Pin pia:Pim Pin:pin PIA1112 Pio:pin lad Prxity: Pia:Pia Pie:Pin Pia:Pin Pim:Pin Pia:Pi¢ Pia:Pio // n Beam Riot is : 3.500 3.500 3.500 3.500 Beam Ridt i¢ : 5.125 5.125 5.125 5.125 5.125 5.135 Beam Nidt :¢ : 4.500 (.500 1.500 1.500 3.500 3.500 (p ye Po'-,r tw �,P �Z,� Beat De th in : 11.68 11.88 11.81 11.88 Beam Depth in : 13.50 13.50 13,50 19.50 19.50 19.50 Beam Depth in : 9.25 9.25 7.00 7.00 5.50 5.50 FILCOLATID TILOS - -01- •01- •01- -OI- WCULATID 11LOIS - •01• •O[- •OI• •OL- •OI- •01• VIOLATED VALUES - -O[- -OI- •O[- •of- -01- -O[• p + F'b-Rodified Allow, psi : 7900.0 2900.0 2900.0 7900.0 F'b-Modified Allow. psi : 2368.8 2368.8 2361.8 2214.0 2274.0 2771.0 F'b-Nodified Allow. pet : 1140.0 1140.0 1035.0 1035.0 1170.0 1170.0 Z'(0 7/� 1`IZ p 4 ► S1�ti4)lt l��r \0 30 fel psi fb - kernel. psi : 757.7 441.8 990.0 900.0 340.0 272.0 X F auJ \ lh - Actual psi : 595.7 595.2 595.2 595.7 [b - Actual. et : 1103.8 163,1 1040.7 1167.4 917.0 1750,1 - - P'v-Modified Aller. psi : 790.0 790.0 790,0 790.0 F'wXodi[ied Allow. psi : 190.0 190,0 190.0 190.0 190.0 190.0 i P'v-Modified Allow. psi : 95.0 95.0 95.0 95.0 95.0 95.0 s� IT lactuall • 1.5 poi : 72.7 55.5 15.0 55.5 Is (actual) ' 1.S pei : 137.5 51,2 79.3 153.2 64.8 $8.4 fv (actual) 5 1.5 psi : 77.6 43.4 69.3 63.0 70.1 24.1 C3� � \'w • �u�L �aa�49o� tri Moment 1 Left pp k-in : 0.0 -49.0 0.0 -49.0 moment 1 Left pp Jail : 0.0 0.0 0A 0.0 0.0 0.0 Moment 1 Left k-in : 0.0 0.0 0.0 0.0 0.0 0.0 L I-Otnt ft : 7.88 1.00 0000 1.00 I•USst ft : 6,00 11.8 6.00 9,50 9750 9,50 ' Moment a light It-in : 0.0 0.0 0,0 0.0 0.0 0.0 ¢,.t\ Moment 1 ]light k-ia : 19.0 0.0 49.0 0.0 Moment 1 light It-in : 0.0 0.0 0.0 0.0 0.0 0.0 fay ary.• '� WpR,�1 Max. Nom. 1 Kid-S is k-fa : 5.6 0.0 0.0 0.0 Nil. Not. ! Mid-S is k•it : 760.1 111.8 162.0 703.9 791,8 106.1 Xax. Mao. / Mid-S�aa k-in : 4806 18.3 17.1 31.0 6.0 4.1 'GC'f5� __ Mat J a- .a [c : 3.00 1.00 3.50 iso 3708 2.00 k_le4N► Shears: Left k 0.37 2,011 -0.25 2.04 Shears: Left It : 7.10 7.30 4.50 17.35 5.27 7.12 Shears: Left It : 2.70 1.57 0.51 0.52 0,50 0,40 Right It : -1.00 0.00 -0.43 0.00 light k : -7.80 •1.30 •4.50 •17.35 •5,22 •7.12 Right It : -2.70 -1.57 •0.51 -0.52 -0.50 -0.40 mr,IN�3�1•�)%%)Nat V'/ Reaction 1 LeftDL It : 0.21 0.71 0.03 0.53 Reaction 1 LeftDL k : 3.30 3.70 0.00 5.77 5.77 0.00 Reaction I LeftDL It : 1.17 0.00 0.05 0.00 0.10 0.00 1�`�T1S1"J LL k : 0.11 7.33 •0.38 1.94 LL k : 4.50 0,00 4.50 7.17 0.00 7.12 LL It : 1.57 1.57 0.52 0.52 0.40 0.40 G ( Total k : 0.32 3.01 -0.25 2.47 Total k : 7.80 3.30 4.50 12,35 5.72 1.12 Total k : 2,70 1.57 0.59 0.52 0.50 0.40 i 4 om N �FW-J�"ad , �t.�3318m Reaction 1 ligho k : 0.11 0.00 0.53 0.00 Reaction 1 RighlL k : 7J0 3,70 0.00 5.12 5,37 0.00 Reaction ! lighOL k : 1.17 0.00 0.05 0.00 0.40 0.00 IZ 92 Z P LL k : 2.33 LOU 1.94 0.00 i LL k : 4.50 0.00 4.50 1.12 0.00 1.17 LL k : 1.51 1.57 0.52 0.52 OAO 0.40 Total It : 3.01 0.00 7.47 0.00 Total k : 7.80 3.30 4.50 12.35 5.77 1.12 Total k : 2.70 1.57 0.58 0.52 0.50 0.40 t,t iL� S Xax, Defl. 1 KidSpan in : 0.019 -0.088 0.060 -0.137 Mu. Defl. 1 Aid Sean in : -0.321 -0.136 -0.185 •0.669 -0193 -0.316 Max. Defl. 1 Mid Span in : •0.055 •0.037 -0.130 -0.118 -0.019 -0.015 UdR- 05(1 I't+ ` SID B I-Dist ft : 8.81 4.00 7.04 Coo I-Diet ft : 6.00 6.00 6.00 9.50 9.50 9.50 I-Drat It : 3.00 3.00 7.50 3.50 2.00 7.00 3i psL pia `,3 ti)l6�ml\,t�`v�i 3Z &}t�„j 120 0)770 D68IGN DATA - portedDISIGDATA pOASiGN 019 is: Daeuppported length It : 0.00 0.00 0.00 0.00 Is: Dseu ported Length It : 0.00 0.00 0.00 0.00 0,00 0.00 Le: Osau ported Length It : 40.0 110A 0.00 0.00 4.00 4000 `Fe)S •Sw8' p2�� }L .F FD:Basic Illorable psi : 2900.0 7900.0 1900.0 2900.0 Ph aaeic Allowahie psi : 3400.0 7400.0 1400.0 2100.0 3400.0 2400.0 Pb:Baetc Allowable psi : 1110.0 1140.0 1075.0 1015.0 1170.0 111070 \dnr (ata;3?- t3.�- Err QU•LJ. &N-4 I4gs FvAasic Allowable 9yei : 290.0 290.0 390.0 290.0 FvAleic Allowable pDer : 190,0 190.0 190.0 190.0 190.0 190.0 Pv:Baeic Allowable pp$r : 95.0 95.0 95,0 95.0 95.0 95.0 Elastic Modulus ksi : 2000 3000 2000 2000 Elastic Modulus kei : loop 1800 1800 1100 1800 3800 Blastic Modulus tsi : 1600 1600 1600 1600 1600 1600 Load Duration Factor 1.00 1.00 1.00 1.00 Laid Duration Factor 1,00 1.00 1.00 1.00 1.00 1.00 Load Duration Factor 1.00 1.00 1.00 1.00 1.00 1.00 L,i �•^a W/`,,�f.. s Wit( S(j�>L'(,'jipa yF �C`�, APPLIED L01DS - APPLIED LOIDS - APPLIED LOADS - /T' 'U - Use Live Laid as This Span ? Yes Yee Yea YeeYee Yee Yes Use Live Load an This Span ? Yee Yee Yee Yea lee Yee Uniform...... DL Kill : 45.0 95.0 15.0 95.0 Uniform...... DL plf : 550.0 550.0 0.0 550,0 550.0 0.0 Osifan...... DL 111! : 715.0 0.0 15.0 0.0 50.0 0.0 Use Live Load on This Span ? Yee Yee Yee 01.1,• joo(4.0- 27.'�+ LL PIK : 65.0 415.0 0.0 415.0 LL PIK : 750.0 0.0 750.0 750.0 0.0 750.0 LL Kill : 525.0 535.0 150.0 150.0 200.0 200.0 GOND v'A4t=lLIaL)v511: QUIET VALUES QUIT VALU S - QOIIY VkL01S fhiLocation ..... ft : 0.00 0.00 0.00 0.00 Location ..... It : 0.00 0.00 0.00 0,00 0.00 0.00 Location 7777. It : 0.00 0.00 0.00 0.00 0.00 0.00 1 ��' wShear 1 : 0.32 2.04 -0.25 7.04 Shear I : 7.80 7.30 4.50 12.35 5.22 7.17 Shear, 1 : 2.70 1.57 0.58 0.52 0.50 0.40 \ 15� N 1 H Moment k-in : -0.00 -48.96 -0.00 -48.96 Momeat k-in : 0.00 0.00 0.00 0,00 0.00 0.00 Moment k-in : 0.00 0.00 0.00 0.00 U.00 0.00 GG (1 ,L)-L �. Deflection in : 0.000 0.000 0.000 0.000 Deflection in : 0,000 0.000 0.000 0.000 0,000 O.BOD Deflection in : 0.000 0.000 0.000 0.000 0.000 0.000 OL -O IL Bonita Rd.7333 BLOIP2003-00055 9 of 24 BERRY-NORDLING Bonita Rd 7333 Bonita 00.7333So ita Rd.7333 JOB: GA MIL PIONEER MEZZANINE 1BOP200324 055 12 of 240055 BUP2003-00055 ENGINEERS, INC. CLIENT: GA M2LLER ARCH BA,hIA JOB NO.: 03-019 loot 24 14.487 Ic) 1983-95 INIRCALC Brace R. Kenny, aW060914SL-A 14.482 Ica 1983-95 IAIRCALC Bruce 1. Testy, EN0609HSL•A V4.432 Ic1 1993.95 INBRCILC Bruce V. Iessy, 0060914SL-! CIVIL-STRUCTURAL DATE: JAN 2003 BY: IE?I SHEET NO.: ��3 p!' � rr� 307 SW MRSMAVE-FORT3AND 00.97201,503.221-7nw2,FAX Nd-W.712.. M jaee-Lnn 1 T moi/ 04 BERRY-NORDLING ENGINEERS,iNC. 3607 SW CORBETT AVE. PATI'{, L ', O CI 491- t)A PORTLAND, OREGON 97201 --- Date: 01122/03 Page: l �raaA. MC - 1' SQUARE FOOTING DESIGN �a� w 190131�y�• ?�� V 19�i�1 �j, 3� GG G S k rn3ti. �. wJ-I-14JW/t BONITA PIONEER NSIZA1111 {6•r �� ;PM LOIDING DITA 1 Pl 2 P2 3 13 c 1(otp 0 J �aowa 1'1) Dead Load k: 7,80 6.50 3.30 Live Load k: 11.70 9.30 4.70 r--�-� / •�SIISO v4T.v.�\ Short Ten Load k: 0.00 0.00 0.00 `T-' {� �B ` 6 I1 %A Seismic Lone 0 0 0fill kK`19� t Overburden Weight psf: 0.0 0.0 0.0 ��)S1''I1L Combining Live I Short Ten Load$ ? Yes Yee go --- �\ INTINc DITA l2)0�IZ(''/�lt)+ (ro4ls)l5 k1 n 41 Size (Length 6 Width) ft : 3.50 3.00 2.50 C+J&.rat• aI, 'U=\'15�55}t,)i31 ` \SS r. Wo: 2'o(\tib+1,112)` 'Sya t V lLoty)- Thickness in: 12.00 12.00 12.00 \�o0'-/f =-- - I of Bare 5 4 7 Ca ' •3(0 --- Pa,.•G9btil+ lzUtlJ 4=llaeol �'`L ' ��•� Rebar Size lumber I: 4 4 4 T , o ), �jg�Iy l� Wo 16I�ti)+ly(n)' 4=k Colum Dinession ia: 10.0 1010 8.0 1• 1' O .- 141 ` � ' S5`_ f'c P$i: 3000 3000 3000 (l,• P4y.� Ora* Co?y 60000 60000 60000 ver over rebar pin: 3.0 3.0 3.0 l a p7,(tU,'�l4' ,1'xj •w �b .n)' 115 1 V,�.�yp Concrete weight pcf : 145.0 145.0 145.0 SKw"R w( 1�II w _ P _ SOIL DATA -..- T /-4�• 1�l -.- P Basic Allow Soil Brg Press. pef : 2000 2000 2000 ' ' \ Mi A3 • �� - Short Ten Duration Factor 1.33 1.33 1.33 (-).o-41 W WAs,c I7'��11� . (9Q '�/¢ Plw`rl7 Iz5 123 Flo. Depth Belot Soil ft: 0,00 0.00 0.00 - (+0 _ __ _ CALGDLATEII FDICtl - , 1 2 1 ` --- - ----- 'Ut 3 5s= '� Maximus Static Soil Pressure pef : 1696.0 1900.6 1475.0 J - (�) IJ ra e. I IZ 31 t 213 ��/ �' ' Allow Static Soil Pressure pet : 2000.0 2000.0 2000.0 Max. Short Term Soil Pressure pef ; 1696.0 1900.6 673.0 x .�S (`3'') Nt, Nb �I F213u,)4 Allow Short Term Soil Pressure peE : 2660.0 7660.0 1660.0 +. 4 �o0(1L�` 5110 B'- 1'� `\uSo(YL�` 126w 1 ¢ `��5 Ltt1 1-Way: Allowable Shear Pei 109.5 109.5 1093 Me O 1 Vo/Phi psi : 17,9 11,0 4.7 O-Sl 3•1ey: Allowable Shear Pei : 219.1 219,1 319.1 Vu/Phi Pei : 46.6 34.9 19.3 No k•ft : 12.1 11.3 10.2 J �T t]S� 1�aa(b1)' (�BtMN + ��• M$/Phi k•ft: 7.6 1.9 1,0 ✓ + 11INFolcnG Actual Bar Depth in: LYS 1.75 015gpap e�31O`S�b�1 b�1 ,r •LI„i�m 1% Mia. Allrw I Reinforcing 0.0014 0.0014 0.0000 �-•��--� a SIL 200/1Y 0.0037 0.0033 0.0037 Is-'u Per Analysis 0.0005 0.0004 0.0001 UI1....... 1 : 0.0019 0.0019 0.0003 v ,l1 GTw lebar Area Req'd int/ft : 0.70 0.20 0.01 Total Area Re 'd in: 0.71 0.60 0.07 J�04l(w IIBAI Cemcls �Z N(O MI �A'uy Quuotity of: 1S Bare : 5 7 ] 15 Bars 3 3 1 1 YAC` <7+UI IB Bare 2 2 119 kjN 10 Baia rs 2 1 1 i Bonita 03,'1333 Bonita RD 7333 _,- BUP200300055 BUP2003-00055 14 of 24 15 at 24 Bonita Rd.7333BERRY-NORDLING SUP2003.00055 BERRY-NORDLING JOB: BONITA PIONEER MEZZANINE JOB: BONITA PIONEER MEZZANINE 13 of 24 _ ENGINEERS, INC. CLIENT: GAMiLLERPRCH OIAMA JOB NO,: 03.019 ENGINEERS, INC. CLIENT: GAa41LLERARCH HAMA JOBNO.: 03-019 114.02 It) 1983.95 IABICALC process. Le¢¢y, 110609149L•1 Gr-7 CIVIL-STRUCTURAL DATE: IAN 2003 BY: JEN SHE ETNO.:_ 1+) CIVIL-STRUCTURAL DATE: IAN 2007 BY: JEN SHEET NO.: L 307SWCORRETT AVE.roR7uND01,91201.503,23r 11.FAX 503.217.M 1Xn9zFLnn 107sW rnaeEa Ave.,taatuNDa0.97201,5wsv.nu,RAx 5mmnnwa unmw0.nm, 1 1w ,w,.�.n�n,'_,��w+".,o,..9nea,ss: -- NOTICE: IF THE PRINT OR TYPE ON ANY 71r�ifIIllli il'Iflilllill�l'I VIII I IIIIIIIIIIIPI 'f1�1lII1I1III1bI1I1III1I111I16�7IIIli1�1IlI1IIIIIIilllllil3�llllllll�lllll�ll1lllllllill�ltllllllli1111�1113111111�1 �/JLG a� ;00,L/IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF THE _ 6 UB L6 UB U8 ►6 B 6 t6 6 UI Bt 6t t I ►T et Bi RI t U y B 9 �� 8 + IS t M24 j ORIGINAL DOCUMENT Il�mlml II luluu mllmi mlluu uulml uulmi miluii illl�lu m�uu uuluu Iullm-�-�ullu�iu miluu ohm mduu miliui uuluu uldml wl� mlmuuu uu e e e •• . . ... ... .. . . PORTIM,10,OREGO'V�:?BONITA PIONEER INTERIOR IMPROVEMENT PACKAGE � OF 4 7333 SW BONITA ROAD TIGARD, OREGON sonirA rioNeaR NPRE ►.tkYtT1 I i J to r -� GENERAL NOTES CODES / CREDIT' S INDEX0 i 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM WITH ADDITIONAL GENERAL NOTES STATE ID 29112,4501300 ALL STATE AND LOCAL JURISDICTIONS AND REGULATIONS. COUNTY: WA5I11NGTON Cj 1) THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMEN51ON5 PROPERTY ID W250-I92 OWNERo BONITA PIONEER A-0 COVER SHEET z 2. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PRIOR TO ANY WORK AND SHALL FE RESPONSIBLE FOR ALL WORK AND ZONING: INDUSTRIAL 7333 S�A11 BONITA ROAD A-1 SITE PLAN (REFERENCE ONLY) PAYING FOR ALL INSPECTIONS AND TESTS REQUIRED L ANY MATERIAL'con5tru INCLUDING TH0comply w FUall local 81" THE OWNER ALLOWED USE ��°� OVER—ALL "=1R$T FLOOR PLAN �1 GOVERNMENTAL AGENCY TO IMPLEMENT THE PLANS, i) All construction must comply with all local governing codes. �± /� �±^ A EXCEPT ANY REQUIRED SPECIAL INSPECTIONS OR REPD�':"3, 3) The CO'NTR4CTOR shall report to the Architect any error or GROSS BLDG. SiZE: 48,000 SQ. FT. t TIGARD, OREGON 97224 A`3 ENLARGED FLOOR PLANS Q WHiCH SHALL BE PAID FOR BY THE OWNER OR TENANT. omission he may dlscover In the drawings, or any Inconsistency ADDENDUM NO. I 3. NEITHER THE OWNER NOR THE ARCHITECT WILL ENFORCE between the drawings and field conditions, prior to ACTUAL. LOT AREA: 106,088 SQ. FT. 503-684-6542 SAFETY '"1EA5URE5 OR REGULATIONS. THE COiv i RAG'i'OR construction so that the Architect may Issue written �-�-- -� A`4 REFLECTED CEILING PLAN / DETAILS I clarification In a timely manner. CONSTRUCTION TYPE: ASSUMED_ III-N A-'S DETAILS SHALL DESIGN, INSTALL, AND MAINTAIN ALL SAFETY DEVICES 5) Do not ACTOR drawings. ARCHITECT, GA MILLER ARCHITECTURE AIA PC ANG SHALL BE SOLELY RESPONSIBLE FOR GONFORrIING 5) CONTh�AGTOR is responsible for all permits and fees. EXISTING SPACE IS SPRINKLERED / NEW SPACE WILL BE SPRINKLERED TO ALL LOCAL, STATE, AND FEDERAL 5AFET1 AND HEALTH 6) CONTRACTOR is responsible for revldlncc�� adequate blocking at EXISTING STRUCTURE IS PROVIDED WITH A FIRE ALARM SYSTEM A`6 SPECIFICATIONS STANDARDS, LAWS, AND REGULATIONS. the required locations For all wall mounted 6-helvine, tables, 9 2125 SW FOURTH AVENUE, SUITE 516 _ PORTLAND OREGON 97201 � 4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR etc. No extra fees will be entertained for lack of Coordinat(on. S`1 FDN. PLAN / FRAMING PLAN f GENERAL NOTES THE TIMELY ARRIVAL OF ALL SPECIFIED FINISH MATERIALS, l) CONTRACTOR is responsible For receiving and on-site storage of GROUP: B/F2 � ADDENDUM NO. I , EQUIPMENT ANL..,) ANY UTi-IE:R MATERIALS TO BE UTILIZED all soFt-goods (smaflwa�es, etc)during regular construction hours. SECOND FLOOR REA EXCEEDS 1,000 SQ. FT. (10 OCCUPANTS) 503 827-7979 ��++� ON THE PROJECT. THE GENERAL CONTRACTOR SHALL NOTIFY 8) Interior wails to be 5/8 bd. on each side of 3 5/8 metal S7 2 DETAILS pFCT10� ��'�� ` gyp THEREFORE TWO EXITS ARE REQUIRED, TWO ARE PROVIDED 503 827-7989 (FAX) SF1 CiAL fi�lS THE ARCHITECT IN WRITING WITHIN 10 DAYS OF DATE OF '-ON- studs unless noted otherwise. Extend walls tc 6 above the higher TRACT OF THOS]= SPECIFIED ITEMS THAT MAY NOT BE READILY calling. Provide 'L-Metal'. All walls to be taped, sanded and State of Cir ;Csrt trt. Ctttral Spec1c 1t}I Code AVAILABLE AND SUBSTITUTE ITEMS OF EQUAL QUALITY AND painted. Verify with Owner which walls to receive wall covering. EXITING WIDTH: �� W DESCRIPTION. IF NOTIFICATION 15 NOT RECEIVED BY THE P es walls with one coat of primer. STRUC. ENG.11BERRY—NORDLING ENGINEERS lDr Conccetti �+�-1 +eiijf0rc,ng Stc+e� 1�'ARCHITECT, THE CONTRACTOR ACCEPTS RE5PON51BILITY 9) All work shall conform to the latest issue of the buildingMIN. WIDTH = 3F�' Li. FOR THE PROPER ORDERING AND FOLLOW-UP OF SPECIFIED standard specifications and details. PROVIDED 2 STAIRS 6 441i2' EA. Dolts lftst-1!ats In Concrete EQUIPMENT, TO INSUF2E AYAILABILI7Y OF ALL SPEC- l0; All labor and materials used to accomplish designated work 3607 SW CORBETT AVENUE O IFIED (TENS SO 45 NOT TO CREATE A HARDSHIP ON THE OWNER shall be coordinated with contractor, tenant representative PORTLAND, OREGON 97201 s�e�l�i �tvrr:�rlt.?ccist:ng �or,�r.:z Frame NOR DELAY PROGRESS OF THE WORK. (when applicable)and building owner repre�,:ntat(ve with OCCUPANCY SEPARATION: Fllor F2?/B: NO RATING REQUIRED (TABLE 3B) 5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND GOND- respect to delivery and storage, EXIT SIGNS: NEW TO BE INSTALLED AT EACH EXIT. 503 227-7783 t7 Rainf�rcir�; steel &�rastressing tQjl Tendons d lT10NS ON THE DRAWINGS AND ON THE JOR SITE PRIOR TO 11) CONTRACTOR sha,l be responsible For initiating,maintaining, and RESTROOM GRITER'A: y ❑ �tr.�c�ttta! elield+ng a: EXECUTION OF ANY WORK, AND SHALL NOTIFY THE ARCHITECT r supervising all safety precautions In connection with the Worm A.D.A. ACCESSIBLE ARE PROVIDED UNDER BLDG. SHELL PERMIT 503 227`7784 tFAX) t . ' OF ANY DISCREPANCY. CONTRACTOR SHALL BE RESPONS- and sh�aii coordlnPte such with tenant representative. t7 14a+ !t its er+Slth IBLE FOR ALL COSTS INCURRED DUE TO HiS FAILURE TO DO SO. 12) CONTRACTOR shall perform no portion m the work at any GEN. CONTRACTOR, MARKET CONTRACTORS LTD.time without approved contract documents. Q Stntctt:ral Nfa�onry Co. SHOULD ANY CONDITION ARISE WHERE THE INTENT OF THE 13) CONTRACTOR is responsible for coordinatingq all archltec'.ural, DRAWINGS IS IN DOUBT, OR THERE APPEARS TO BE AN ERROR mechanical, telephone, electrical "including Tighting), and 10250 NE MARX STREET o Relctfotced GypsLtm Concrete Plumbing so to ensure that required clearances for Installation Insui- -V t;Qncr9tar Fr11 ON THE DRAWINGS, OR WHERE THERE IS A DISCREPANCY BE- P g q IBdyo lt.,aterials TWEENe. and maintenance of all equipment are provided. PORTLAND, OREGON 97220 S f Applied Firs-Resisttl ENGIN THE DRAWINGS AND THE FIELD, THE O FLED GT LAND 14) Dimensions shall not be changed without architects written approval. 503 255 0877 pm" � ENGINEER WHERE APPLICABLE) SHALL BE NOTIFIED AS SOON A5 REASONABLY P05515LE FOR PROCEDURE TO FOLLOW. DO NOT 15) CONTRACTOR to protect exlstin construction and restore © f�9iln�:;, Utlliasl Pies and Caissons = SCALE THE DRAWINGS. all finish surfaces to their orlglna condition where damaged. 3 282 4380 (FAX) 16 50 ) CONTRACTOR shall carefully check field conditions coordinating 50 1. ALL REVISIONS MUST BE APPROVED IN WRITING BY 5C 7H them with the contract documents for accuracy and confirming CCB • 62833 0 Cho2cr�rtW THE OWNER AND THE ARCHITECT PRIOR TO THE CONSTRUC- that the work is buildable as shown,before proceeding with construction. 0 Spec,a; Grading, Lxcavattion and Filling TION OF AN`' DEVIATION IN THE SCOPE OF WORK. 8. DIMENSIONS SHOWN ON THE PLANS ARE TO FACE, CENTER- Q smoke-Control v�jS rdrY1S LINES, OR GRID LINES, UNLESS OTHERWISE NOTED OR DETAILED. Q Ij Other inspectlons U 9. NO ADDITIONAL ROOF OPENINGS OR ROOF MOUNTED EQUIP- HVAC: pfY .-AT ! S ' �c�j �,� t y1 W MENT IS ALLOWED BEYOND WHICH 15 SHOWN ON THESE PLANS, I) The H.V.A.G s stem shall be installed new or modified, PROJECT LOCATION `-'"" ' CIF ANY) WITHOUT WRITTEN CONSENT OF THE OWNER. as required to meet the tenant's requirements based upon Q O 10. PROVIDE FIRE EXTINGUISHERS WITH REQUIRED SIGNAGE AS equipment loads, state codes, function and type of space. z 0 REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR DURING 6 CONSTRUCTION, PROVIDE A PORTABLE FIRE EXTINGUI5HER TWITH HE JOBS A,B,G RATING WITHIN l- FEE'" OF ALL PORTIONS OF 5W -12ncl AVE. h 11. ALL INTERIOR IMPROVEMENTS a CLEARANCES SHALL COMPLY CITY OF T IGARD W/ THE UNIFORM BUILDING CODE GHPTR. 11 - AS AMMENDEC BY THE STATE OF OREGON I 5 "=REEWA�' Approved.........................�.............................. � ■� Conditionally ApQroved. ..i ): z For only the as ribe Irr PERMIT NO (� . ©OW55 See Letter!oQjlaw....................................... ................ ................ Joh A dr in VICINITY MAP, ss: ■= Liv: Date: 1_C:23 NOT TO ABBREVIATIONS -7 � �= l CC- col s AT B.O. BY OWNER DWG. DRAWING GEN. GENERAL LT'G. LIGHTING REV. REVERSE T d G TON A.B. ANCHOR BOLT B.D.L. BOTTOM OF LINTEL DTL. DETAIL G.J. GALVANIZED IRON LT. LIGHT RM. ROOM T.C. TOP F CURB ACOUST. ACOUSTIC/AGCOUSTICAL CAB. CABINET D.S. DOWNSPOUT GL. GLA55 MANUF./MFR. MANUFACTURER R. RADIUS T.C.I, TIL 1 ��UNCIL INSTITUTE ADJ. ADJACENT EER. CERAMIC D.F. DOUGLAS FIR GRD. GRADE MA5. MASONRl" RD, RAIN DRAIN/ROOF DRAIN T.J. TROWEL JOINT/TOOL JOINT AGG. AGGREGATE CHARS. CHARACTERS EA. EACH GYP. GYPSUM MAT. MATERIAL R.O. ROUGH OPENING T.O.C. TOP OF CONCRETE ALT. ALTERNAi E (t. :ENTER LINE ELECT. ELECTRIC/ELECTRICAL G.B. GYPSUM BOARD MAX. MAXIMUM SCHED, SCHEDULE T.O.F. TOP OF FRAMING ALUM. ALUMINUM CLG. CEILING EL./ELEV. ELEVATION/ELEVATOR G.L. GL-LAM M.D.O. MEDIUM DENSITY OVERLAID SECT. SECTION T.O.M. TOP OF MASONRY ANDD. ANODIZED CLR. CLEAR EQUIP. EQUIPMENT HC/HCAP. HANDICAPPED MECH. MECHANICAL SHT. SHEET T.C.F. TOP OF PARAPET APP. API-L ICATIONS COL.. COLUMN EQ. EQUAL H.C. HOLLOW CORE MEMS. MEMBRANE SHT'G. SHEATHING T.P. TOILET F`4PER APPRGy. APPF:OXIMATE/ GONG. rONCRETE EXIST, EXISTING HDR HEADER MEZZ. MEZZANINE SQ. SQUARE T.P.D. TOILET PAPER DISPENSER APPROXIMATELY" COND, CONDITION EXP. EXPANSION HD. HEAD MH. MANHOLE 5Q. FT. SQUARE FEET T.S. TUBE STEEL ARCH. ARCHITECTURAL CONN CONNECTION EXTING. EXTINGUISH/EXTINGUISHER HEX. HEXAGONAL MIN. MINIMUM SIM. SIMILAR T.O.W. TOP OF WALL ASPH. ASPHALT CONST. CONSTRUCTION I XT. EXTERIOR H c.I-1.U. HOLLOW CLAY MASONRY UNIT MOD, MODIFIED SPEC. SPECIFICATION UG. UNDERGROUND AUTO. AUTOMATIC CONT, CONTINUOUS E.E.S. EMERGENCY ELECTRICAL I-iORIZ. HORIZONTAL MTL. METAL STD. STANDARD U.B.C. ''FORM BUILDING CODE AUX. AUXILIARY GOR, CORRIDOR SYSTEM HR HOUR NOM. NOMINAL 9TL. STEEL U.O.N. UNLE55 OTHERWISE NOTED A.F.F. ABOVE FINISHED FLOOR CU. CUBIC E.J. EXPANSION JOINT HT. HEIGHT NO. NUMBER STOR. STORAGE VEN. VENEER A.N.S.I. AMERICAN NATIONAL C.F.M. CUBIC FEET PER MINUTE E.W. EACH WAY N.B. HOSE BIBB N.I.G. NOT IN CONTACT STRUCT. STRUCTURAL VERT, VERTiC-AL STANDARDS INSTITUTE G.I C.45T IRON FDTN. FOUNDATION H.M. HOLLOW METAL OPG. OPENING SUS1. SUSPENDED Y.G.T. ONYL COMP051TION TiLE BD. BOARC C.J. CONTROL JOINT FIN. FIN15H H.v.A.G. HEATING VENTILATION ANL7 OPP. OPPOSITE 9Y 5. SYSTEM W/ WITH BIT. BITUMEN E.M.U. CONCRETE MASONRY UNIT FIXT. FIXTURE. AIR CONDITIONING O.G. ON CENTEF: S. AND S. STAIN AND SEAL WD. WOOD BLDG. BUILDING C.R. COLD ROLLED FL FLOOR IN. INCH PERT. PERFORt,tED S. AND V. STAIN AND VARNISH WIN. WINDOW BILK. / BLK'G. BLOCKINCz 0 OR DIA, DIAMETER FT. FOOT IN5UL. INSULATION PLYW'D. PLYWOOD 5.C. SAW CUT/SOLID CORE WP. WATERPROOF PM. BEAM DBL. DG'.IBLE FTG. FOOTING INT. INTERIOR P.B. PARTICLE BOARD S.D. SOAP DISPENSER WT. WEIGHT BOT. BOTTOM DEPT, DEPARTME1`4 F.E.G. FiRE EXTINGUISHER CABINET JT. JOINT IE PROPERTY LINE/PLATE S.M. SHEET METAL W. WIDTH BSMT. 545EMEE'NT DIM. DIMEN6101.i F.O.F. FACE OF FINISH JST. JOIST P.T. PRESSURE TREATED S.S. STAINLESS STEEL W.G. WATER CLOSET BTWN. BETWEEN DISP. DISPENSER F.0.5. FACE OF STUD KIT, KITCHEN P.T.D. PAPER TOWEL_ DISPENSER TEMP. TEMPERED W.F. WIDE FLANGE Bonita Rd. 7333 BUR, BUILT-UP ROOFING DN. DOWN GAL V. GALVANIZED LAM. LAMINATED REINF. REINFORCED/REINFORCING THK. THICK gUF'2003-00055 1G of �a B.C. BOTTOM OF CURB DR. DOOR GA. GAUGE LAV. LAVATORY REQ. REQUIRED TYPT7"PIGAL NOTICE: IF THE PRINT OP, TYPE ON ANY 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 IIIIIIII 1 1 1 I I I I I I I I I 1 1 111 I I I I I I I i I I I I I I I I I I I I I III I i I ! I I I I I I V I I I I I I I I I I I I I I I I I I I I I I I I V 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 I I I I V I I I I / /L, O��/ IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 •� I 6 I I $ I 10 I 11 I 1� / IT IS DUE TO THE QUALITY OF THE No 36 ►�� LZ Z >bti Z 1►► TZ O1Z 8i 8i LT 9T 4T b1 Ei 9 t ^ S 'lYt1M l9I I! 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(TO KEEP CLEAR AT ALL < < I ` TIMES-)— ; L I k y � r_ ......... .. .._ .... ......«...«................................................ ... ...................................................... . _. ».........«.............. ...............................» ... —............................ ................... � _ _...............»........................... �t I GENERAL CONTRACTOR. j MARKET CONTRACTORS LTD. �,. I ».................... ... ................................................................................_» ». -Al «. ......«............._............................................... .. ........... .. ...........I _.»...................................... I I (!DD G I.EN I A. MIL V �,i, _ I .................................... .......... ............................. 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PIONEER BUILDING............ _. .._..............................» ...................._...... ....................... .. .............«......................................................... ... 7333 SW BONJA ROAD _ I TIGARD, OREGON OWNER• 4 2 BONITA PIONEER A - -2 TIGARD, OREGON 1 r=LOOR PiLo4N eoNIrA PIONEER XREF(5):--- n 0 N M 00 A-2 d r �It JA-� G d+ki ev epa -(ori -rte. /.CRAV111S •�OPVC�1 4 ,' re firs- 3-E000P CSC. 41-ON -�� ; W GJrt 21'-4* 30'x45' 48 CE LR. FLR. SPACE = - ,j,r.� —.. _ _...... .»._. _._.—......—. .•y:: ...y.......... : :.,.� ...'y:'.: A...':........ »••••.,1 ..—_— ._..—_._ /. __—_ �_�_— .--_ — _ NEW RELITE VERIFY SILL HT. W/ --- I OWNER L_4 60" MIN. I ------ I� -- ----- NEW WOOD DOORS \"" -- �- "I�' U // - - 2-3-03 TENANT REVI51ONS _ REMOVE EX15TING LAV.,URINAL, TOILET, ETC. -- MAPK DATE DESCRIPTION ro 1 1 ..«..... ............................................... JOB NO . 0301-05 --- C,� FILE: 0203-05A-2 RELOCATED LOCKERS REMOV DR. BY: GAM I EMPLOYE B �,41G�OOM �....................«.«.. .....-........». P 3 LAN CHECK N0. ' EXISTING WOMEN'S RESTROOM TO REMAIN PERMIT Nt). — A-5 (TABL_S 4 CHAIRS Bl' OWNER) _ EXCEPT AS NOTED I.......... .......... DATE: FEBRUARY 5, 2003 « I r ®copyrlght 2003 GA MILLER ARCHITECTURE AIA PC SHEET TITLE 9, 2 INSTALL NEW CRAB BARS - SEE DETAIL0�_ OVER-ALL FLOOR PLAN ( 1 AND BREAK ROOM PLAN k I ...............................».......................................»...............................................,..................,.......,.................................... L.... ...................... .----- «........ I L. 5REA< ROOM � TOILET ROOMSN-OO r' PIAN A - 2 2ONI.ARGED � 1/4"-1' U" XRF (5): N Bonita Rd, 7333 BUP2003.00056 18 of 24 All concepts, designs, arrangements, and data Indicated on these documents are the property of G. A. Miller Architecture FG and were created, evolved, and 5NEET OF developed for use on, and in connection with the specified project. None of such !leas, designs, arrangements, or data shall be used by, or disclosed to F!le: 030I-05A-2.dwc3 Cate/Time February @5, 2003 8:36 AM Scale 1=192 Xrefs: any person, firm, or corporation For any purpose what3oever without permisulon of G. A. Miller Architecture PC. 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WOOD SPACER BLOCK IF REQ'D VOLTAGE PRIOR TO ORDERING ------------- �� _l J _l _1 J _1 J J J J J J I s2 - � IaANGRAIL 0F'P051TE WALL NOT SHOIW I — .�-•��'"" U5G 'RADAR CLIMA FLUS (5Q)' 2'x4' FOURTH AVENUE SUITE 518 2x4SLI--= 2125 SW FOR CLARITY � — - ( I z?u5PENDED CEILING PANEL (OR \ PORTLAND, OREGON 97201 j I ----NEW WALL 503.827.7979 i �°°� �\ `\_�'�--coNrlNuoUs LIGHT AND SOUND SEAL GASKET 503.827.7989 - FAX - -- lerarchlte�ture.com r — -- ,- _ 'L. -_.-.................._....................�C } �' CONSULTANTS .................................... .. .............................. . ........ . ....... ... ..._. _ ......... / gen ga C PAINT EXPOSED CHANNEL - _Y _ -- =_ - F.F.E. = 112'_0 ( -- BLACK (EA. 5IDE) FERRY-NORDLING ENGINEERS I T_ _T_ 7--7 -� `tom I I (REFERENCE) I 25ga GALVANIZED HEAD TRACK 5/8' GWB E,4. 5!DE w EASE ALL - - EDGES ea TOP s GENERAL CONTRACTOR ��PI CAL PARTITION ! CEILING SUCTION 2 3"=I'-0" xREF(S):--- MARKET CONTRACTORS LTD, uj 4' I `) A-4 TYP. 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T-STAT. 5/8' GYPSUM BOARD - t..-'�j �- ----�+ 1 DRYWALL SCREW, O j _i J J A i ' j J J J (i) NEXT TO EACH VERIFY FINISH W/ OWNER -- I, � ►n sWITcE� 2125 SW FOURTH AVENUE SUITE 516 - RETAINER CLIP I 2x4 P.T. 5017. fE t,K -' `� ►- VARIES -- TIMELY PFZEFINISNEC c j LOC !LATCH SET PORTLAND, OREGON 97201 f .' I �r — -- 503.827.7979 EXISTING GONG. FLOOR ( ;� KNOCK DOWN (KD) j'-;'" i FRAME ;� 503.827.7989 - FAX ........... ...................................._..........._ . ............... -= - - _ 13/4' Ienc�c�amllIcrarchItecture.com \- �IEAT TREATED 1q 1''2' CAS NG RETAIINER CLIP CONSULTANTS BERRY-NORDLING ENGINEERS --�� F F. �1 ALL FLOOR HALL 7 �� " <M. PROP I � "' 4 SIDE LIGHT JAMB DraTAIL DUPLEX RECEPTACLES, PHONE 3°=1'- - " _ : - I BE MAND OUNTED NTEATA D WITH�BO TOM SOF THE A-5 O XREI-I.�) A 5 3 -I C. XRE=FCS) TIM�3C A.5 3 I O XREFCS) i IM2.3B OUTLET • 1'-3' A.F.F. UNl_E5S OTHERWISE -� / gENERAL CONTRACTaR NOTED. /// I 1!�z'4� PIPE HANDRAIL - FAINTED. GRIND D NEXT TORYWALL SCREW, ACH � ! 3/4' ARKET CONTRACTORS LTD. ALL WELD SMOOTH. PROVIDE BLK'G. E SUPPORTS RETAINER CLIP T�P. MOUNTING iIM IGHt5 1/4' 1 ALUMINUM 12' 11' ALUMINUM CASING CTA23)--��\ I A_4 XREF(5):--- CASING (TA23.) y - I-- - _ 73 PROVIDE RAILING A-4 �C +� 9,y AT OPEN SIDE OF �+ HEAT TREATED rn CEILING . , .✓ ' STAIR SUCH THAT �I -- ��- CASING RETAINER CLIP A 4 m SPHERE m ,, CANNOT PASS THRU- C� GI- r LLE VERIFY MATERIAL WITH OWNER - TIMELY PREFINISHED _ � • KNOCK DOWN (KD) -- - �, P LA REGUP� FRAME5 CASING DETAIL I<, A_5 HALF 51ZE XREF(5):TIM23 A-5 OF GLASS STOP 4 SEE STRUCTURAL FOR - P.T. KICKER fE A-5 STAIR STKINGER INFORMATION 8 �O A-5 3"=1'-O" XREF(S):TIM23E A T TIMELY PREFINISHED BONITA PIONEER BUILDING 12 �� ■OO GL SS S OP KNOCK DOWN (KD) 7 FRAME A_5 - 7333 SW BONITA ROAD ezz- 1 ALUMINUM 1' NOSING, TYP. 4 CAS NG TA23) 4 I TIGA,RD, OREGON 3/4" SUBFLOOR —`\ 12' A-� 5/8' GYP. BD. �j r- 1 A85 51M. - - 2x STUD - SEE STRUCTURAL J ---- / I WRAP GTP. BD. Iy J J J J J J J J J J .J J J EXISTING COLUMN i�, i <- AROUND COLUMN - FINISHED FLOOR HEAT TREATED OWNER --� C451NG RETAINER CLIP 6 DRYWALL SCREW, A -4 (1) NEXT TO EACH BONITA PIONEER SEE RETAINER CLIP TIGARD, OREGON S2 TIMELY NO-STOP INSERT MATERIAL 1/2" PLYWOOD RISERS / BONITA /a, 3"= BO N I T A N s P•I O�c N o Ev cE PLYWOOD TREADS COLUMN EMM2, TYPE 'X' GYP. BD. A.S3 =I -O" XRElSJA_51 0 XREFCS)�TIM23E A4 I/2"= '-O" XRwFCS)�--- ►.cKAo• a TYPICAL ALL ENCLOSED SPACES C — NOTE: PROVIDE FIRE BLOG..ING A7 (l)CONGEALED SPACES OF STUD WALLS AND EGL E(2 ECL Ea Ea EGL EQ EQ L EGL Ea- PARTITION5, INCLUDING ANY FURRED SPACES, AT THE CEILING t FLOOR LEVELS AND AT iO FOOT INTERVALS (MAX) BOTH VERT. AND HORIZONTAL, AND (2) IN -- - CONCEALED SPACES BETUR STAIR 5TRINGER5 AT THE TOP 4 50TT, OF THE RUN CEILING AND BETUIN. STUDS ALONG AND IN LINE W/ THE RUN OF STAIRS IF THE WALLS ---T- -- UNDER THE STAIRS ARE UNFINISHED. 1 TILT TOWEL DISPENSER MISC. DI5PENSER5 --- _ -- STAIR �� IO� MIRROR M18G. DISPENSERS � C.�RAB BAR336' MAX I - — SOAP �— URINAL 12' MA 142' MIN / A-L� I/Z"-1'-O" XR!<F(5) --- DRINKING DISPENSER GRAB BAR i8° A 2-26-03 A--p�ND-- NO. 1 \ --- NAPKIN D1 — MARK DATE DESCRIPTION FOUNTAIN/ 36' MIN 6' M NAPKIN p15P. / \ / \ / \ / \ / \ REFER TO FLR. PLANS COOLER jLAv 1�1 o I --�L.L- — - - 11-_- �u ADJ. JOB NO.: 0301-05 EQ EQ. EQ —�� L� o z -- 7 - -- - - SHELVES x / _ FILE: 0301-05A-5 4 0 ul u1 a TOILET I- n� — �= =-N -7 — \ - —\� - _ — - z u ► i V - PAP R m w I !I I `I BY: GAM i- LYWOOC' TREAG - PLAN CHECK N0. - PERMIT N0. SEE STRUCTURAL r - r' 61 I - I -- a� r_ m --� _ --- SEE STRUCTURAL B' MIN 6'M I 6'MAX B' IN DAVIONAL NOTE: REFERENCE MANUFACTURE+ RECOMMENDATIONS FOR ( I I ! DATE: FEBRUARY 5, 2003 _ \ " ENCLOSURE ACCESSIBILITY MOUNTING HEIGHTS. WHEELCHAIR ACCESSIBILITY TO copyright 2003 GA MILLER ARCHITECTURE AIA PG - 5/8 SNT. ROCK E A. SIDE RESTROOMACCESSORIES RECUIRE CONFORMANCE TO THE FOLLOWING I ® III - ----- -- _ MAXIMUM MOUNTING HEIGHTS: FORWARD REACH: 48' MAX, SIDE REACH 54" MAX, I SHEET TITLE-- - I -- - - ;p OVER rOP DEEP COUNTER:24' DEECOUNTER: 4.4' MAX. I U _ �_ - `_ _._ _/ _ _ A MININUM OF ONE OF EACH FIXTURE AND ACCESSORY WITHIN A R=5TROOM I I — ' 1� DOOR / RELITE DETAILS SHALL BE ACCESSIBLE TO THE DISABLED AND SHALL MEET THE REQUIREMENTS OF TH15 DETAIL AND LOCAL CODES AND ORDINANCES. I I < > jO CABINET ELEVATIONS 2x!2 " 1 t BE STRINGERS ((v TOTAL)TTER STAIR - - XTURES - I ! SEE PLANS AND SPECIFICATIONS FOR ACTUAL FIAND - `r ACCESSORIES INCLUDED IN THIS PROJECTS SCOPE OF 1110RK � \ SEE SHT. 52 BASE d UPPER CABINETS: P-LAM. ALL E:XPOJED (1) LAYER TYPE 'X' :SURF GE.S W/ MELAMINE INT. d 4" E3RU5Hi=D CHROME - - - - -- GYP. BD. (FIRE TAPED) WIRE PULLS. INSTALL BLOCKING AT HANDRAIL STRINGER AS REQUIRED 10TYPICAL. MOUNTiNG HEIGHTS/STMS. 3 045 INST SLEVATION 6 BREAK, RM.— A_5 1/2"=I'-O" XREF(5):--- A-5 1/2"=I'-0" XRE_F(r�):-- A 5 14 SorAIR. SUCTION Bonita Rd, 7333 XREF(5):--- BUP2003.00055 21 of 2.1 All concepts, designs, arrangements, and data indicated on these documents are the property of G. A. Miller Architecture PC and were created, evolved, and SIAL= T OF developed for use on, and In connection with the speclFied project. None of such Ideas, designs, arrangements, or data shall be used by, or disclosed to Elle. 03301-05A-5.dwg Date/Time: February 26, 2003 4:25 PM &tale: i=24 Xrers: any person, Firm, or corporation for any purpose whatsoever without permission el' G. A. Miller Architecture PC. 4 NOTICE IF THE PRINT OR TYPE ON ANY I_II I_I-SI I 1 11 I_1_ Ill 1 I IIlil _I __IlI Ij-1jT4_F-I_111 I111 I 111 I 1 III ! (I I ! II IL_l II-I_I 111I IMAGE IS NOT AS CLEAR ASTHIS NOTICE, ILI I III I I III III I I �I1II0II II ! III IIIIIII III I III I VIII I I �� `� / ��, � ITIS DUE TO THE QUALITY OF THE No.38 �j• S"" - ORIGINAL. DOCUME14T E BZ f��Z G11Z 9 fZ 911Z 6 Z F�Z Z i Z OiZ 6 T 8 i Lri 9 i 9 i�6 i� E�t Zlt i i t 6 8 L 8 �IL 1111IIII II►111III1►IIIIIIlil11�11 ►Illlll►l►II1111►I1 ►IIllIllilllllill11I�1111I11111II IIIIIIIIIIlIIII►1111111III !1111IILl.II11111 DIVISION OI -- GENERAL REQUIREMENTS DIVISION Of) -- DOOR.AND WINDOWS,• PAINTING 09900 r 01045 •- CUTTING AND PATCHING WOOD DOORS 08200 PART I •- GENERAL i' a •i PART I -- GENERAL PART I -- GENERAL • :. j : : ,• ' Refer to Part I - Gsnwel under Division OVID • - I. SUBMITTALS LI SUMMARY MI11A0 d d\ �4 I1 O e'a LI WORK A Provide MITTA manufecturw'e spealflcatlons and other data to prove compllence with specified requirements. 0 L A. Cut and patch as required to complete the work for: A Provide wood doors, complete with hardware whore shown on the Drawlege and as specified herein. B. Following selection of colors by the Architect, submit samples for the Architect's review. Provide Visual quality as directed by the Architect Provide and Install all door hardware is shown on schedules and as specified herein. samples of each color and gloss for each material. Samples shell be on the material the finish Is specified d1 e'11 �1 �I � � � P Plumbing, HVAC, electrical, and communication systems. . to be applied. Samples she l be approximately 8' x 10' in size. Do not start finish painting Will samples 11FII��Lw dna D11 �d y 12 QUALITY STANDARDS are approved and avallable at Job site. InsFirctio , ratings. A Provide experienced, well-tralmed workers competent to complete the work as specified. 1.2 JOB CONDITIONS J J J J J J J J J J J J Inspection, preparation, and pwrormance. B. Unless approved by the Architect, provide all related products and accessorles From one manufacturer. A. Strictly follow paint manufacturer's requirements as to temperature, humidity, and condition of work surfaces. Cletning. See Section 01500 on GLEANING. C. Comply with standards of the Architectural Woodwork Institute for the grades specifled. 2125 SW FOURTH AVENUE SUITE 516 B. Gut and patch with care to avoid damage to work earoty hazards, violation of warranty requirements, 13 MATERIALS HANDLING PART 2 -- MATERIALS PORTLAND, OREGON 87201 bullding code violations, or malnwn t iI problems. A. Provide all materials required to complete the work as sham on Drawings and specified herein. 2.1 PAINT AND RELATED MATERIALS PART 2 -- MATERIALS AND PRODUCTS Deliver and transport materials to avoid damage to the product or to any other work Return any A Provide all materials and tools required for the work 603.827.7878 - products or materials delivered In a damaged or uneatiefactory condition. Materials and products B. Paints *hail be as per paint schedule 2.1 MATERIALS p p 603.827.7858 - FAX delivrsd well bs certified by this manufacturer to be as specified. Interior: A. Match exleling materiels with now materials ea that patching work to undetectabls. B. D.:Ilvw after Interior Finish materials are dry and after building reaches average long-term Interior Drywall and plaetw: Latex primer! Acrylic latex (eggshell), 2 coats. glen®gamlllerarchitecture.com PART 3 -- EXECUTION hwnldity. Packaging must ba sealed with clear manufacturer and Identification markings. Seel all edges Drywall and plaetw (high pwrormance): Latex prlmwt polychromatic vinyl copolymer. CONSULTANTS 3.1 INSTALLATION of WFlntshod doors. Drywall and plaotw (heavy duty): Latex prlmwt water-based epoxy, 2 coats. A. Inopoct field conditions to Iden all work required. C. Store matwlale safely to avoid damage and locale to expedite the work Store Flat on 2x4's spaced at 9 e9 12' centers, and sarely protected From damage, weather, and moisture. 22 MATERIALS -- LIMITATIONS ON USE B. Notify Architect of work that might disrupt building operation!. D. Comply with recommendations and standards or the Architectural Woodwork Institute. A. Undercoat must be from the same manufacturer as the Finish coat. Thlmers must be as recommended C. Parrorm work with workmen skilled In the trades Involved. Prepare sample areaof each type of work PARI 2 •- MATERIALS AND PRODUCTS by the paint manufacturer and used only as recommended. The undercoat, finish coat and thinner are for approval. Protect adjacent work From damage and dirt. Integrated parte of a tate( paint Flnleh 2.1 WOOD DOORS B. Do not Use latex rimer on bare wood. Do not use al cl rlmw on sum board. I Imw or D. For cutting work use proper cutting tools, not chopping tools. Make neer holes, Mlmmlze damage P kJ P 99P A`PP y Pr to adjacent work Check for concealed utilities and structure before cutting. A. Provide wood doors as per Drawings and Door Schedule. See Door Schedule For selected wood sealer to knots and pitch pockets on wood that Is to be painted. E. Make patches, neem$, and joints durable and Inconspicuous. Tolerances For patching shall be the door grades, species, Interior construction, and veneer. 23 MATERIALS DELIVERY AND STORAGE same es For new work B. Doors shall be manufactured by: Contractor's Choice. A All paint materials !halt be delivered new, In labeled, unopened containers. Material quality shall be P F Cl CLEAClean NING,areas and araes affected b cutting end patching ereUons as deeorlbed In Section 01800 C. Provide doors that are straight, Ree of defects and blamishn,and that have correct Finish malwlal thickiees. y y y 3ENFJiAL CONTRACTOR: I 9 9 P n9 op 9 verified an Use mixer b onsite or tial outor Leets. D. Vmlfy that factory preparation and prefttting follow required hardware tampletee. Hollow-core door! B. Do not use mixed brands or partial eubeUtutlone. Have materials delivered In a timely sequence ee i END OF SECTION must have core construction as required to receive Finish hardware. required to expedite the work flow. Stora all paint materials with ample ventilation, In Fire-protected MARKET CONTRACTORS LTD. 01100 -- CONSTRUCTION PROCEDURES E. Provide door glazing with stops as required and labeled eafety glass. spew,secure From damage. Keep paint storage areas clean and clear or spilled material, empty container!,rags and scrap. PART I -• GENERAL F. Provide fire-rated doors that comply with all building code and Fire cods requlrementc 2.4 APPLICATION EQUIPMENT 1.1 SUMMARY PART 3 -- INSTALLATION A. Use painting tools and equipment only as recommended by the paint manufacturer. Prior to work 3.1 !*RECONSTRUCTION AND PREPARATION vwlfy that proposed equipment Is compattble with material to be applied. A. Provide administrative and se c rveore tion of all work including trained, qualified employees end 25 WORKING CONDITIONS subcontractors, end wpervleory personnel. A. Examine and verify that Job !seditions are satisfactory for speedy and aeeepteble work B. Arrange and conduct praconstructlon and construction meetings with design principal*, consultants, B. Do not allow door swings to conflict with electrical switch!! or outlets, wall guards or rails. A. Maintain a proper work environment, dry, clean, well ventilated, free of airborne construction duet, and construction trades when required b the Architect. g P P well lighted, In temperature and humidity ranges required by paint manufacturer. Keep humidity low —e.^ 3.2 INSTALLATION enough r q 9 2,6Mto prevent moistureRATA condeneet on an work surfaces. Never apply paint to damp or wet surface!. C. Submit payment request procedure!. A. Mount framee and door! plumb,clearance, and securely braced. 2b MATERIALS PREPARATION D. Provide to the Architect and post at the construction elle, a phone and eddrne het of individuals to be B. Mountie bevel a 1/ Bottom clearance, IR' maximumt top clearance, I/8' maximumt lock and conceded In case of inner ency. Mega edge, bevel at I/8' In 2' maximum. A. Handle and mix palet materials strictly according to menufacturw'e Instructions. Stare paint materials In tightly covered containers when rot In use. Malmtaln paint storage and mix containers clean and free dirt or paint residue. E. Maintain end update recon drawings andrclusloo ofspecifications ae work progresses. Submit a complete, C. Han doors strai ht,plumb smooth In opening and closing. Provide clearances below doors as L U A. MILLER F 4 updated set of record documents upon conduelon of the work necessary to allow For thresholds, weatherstripping, etc. 1.1 5URFACE PREPARATICK F. Keep all work clean and well protected from dirt, weather, theft, and damage. D. Do not cut Fire-ralad doors so as to negate fire rating. A. Test arses with paint, sial match dried paint to approved color and texture samples. Keep color m E. Seel or re-seal door! whenever t are cul. Seel, aloin, or paint exterior door! before or immediately samples on hand, and use them continuously For comparisons. GI END OF SECTION P y B. Proper* and clean working surfaces as par paint manuracturw's Instructions. Remove or protect time RTI p,(IREGOId . after InstallingalFasts them, attached to work Surfaces which are not to be painted After painting In each area, reinstall removed PAR -- - GENE ORDER PROCEDURES F. Install Fastenings and hardware as per Hardware Schedule and Instructions of manufacturer. Items using workers competent In the related trades. Remove oil and grease with clean cloth*. Cleaning PART -- GENERAL 33 INSPECTION, REPAIR AND TOUCH-UP must not contaminate adjacent Rashly-painted surfaces. Cleaning Solvent must meet *afety standards of 1.1 SUMMARY A. After Installation, inspect all door& and framee to find and repair damaged surfaces. Repair or replace governing building and eafety codes. fifit A. Changes In the work may be required which will be authorized by a Change Order. any damaged materials or Improperly hung doors as directed by the Architect. Repair or replace any other C. Clean wood of dirt, oil, and any other material that may Interfere with painting. Sand exposed wood f B. Change Orders, signed by the Owner and Architect, to authorize changes In the work will Include on materials damaged during Installation. Any costo for replacing door& For non-compllance will be paid by to smooth uniform surface. Do not palm! wood having mo sturs content of 12% or higher. Measure agwvalenchanges In the Contract gum and/or 1 the Ctractor. moisture content of wood with an approved moisture meter. d dated. of Completion. C. Change orders ders will be numbered In sequence and B. Final door mount& shell be square, smooth operating, and plumb when doors are closed, partially PART 3 -- APPLICATIGN openand fully open. 3.1 PREPAR4TION AND COORDINATION , D. A request for estimates For possible changes 16 not a Change Order a a direction to proceed with the END OF SECTION A. Handle and store materials as a BONITA PIONEER BUILDING per manuracturw% Instructions. Remove or Fully protect adjacent proposed change!. That can only be authorized through a elgned Change Order. related work that might be marred by painting. HARDWARE 08110 B. Touch up and re air any dameyyed shop-applied prime coats. Touch up bare areae prior to start of 7333 SW BONITA ROAD END OF SECTION PART I -- GENERAL Finish coat application. Flnleh cool materials must be compatible with prime Coate. Review other 01500 -- TEMPORARY FACILITIES Sections or these 5p eclflcatlons to determine prime coating& on various materials. Do not allow paint t.1 WORK gape or overlaps at edges of hardware, fixtures, or trim. TIGARD, OREGON i PART I -- GENERAL A. Provide and Install finish hardware where shown On the Drawings and as spedred herein. 32 PAINT APPLICATION 1.1 REQUIREMEN76 B. Provide and deliver Finish hardware as required to be Factory Installed. Unless approved by the A. Mix and apply materials strictly as per manufacturer's Instructions. Aoply paint to thoroughly cover 3 Architect, provide all products From one manufacturer. Undercoat, and do not allow ehow-through, iap or brush marks or any other dderects. Very the His or A Provide temporary services and utilities, Including utility costs, for all cervices required For construction. B. Provide construction facilities, Including protected storage for butlding materials. 11 QUALITY STANDARDS eucceeding Coate allgfitly to clearly thaw conte are applied as required. Only Coate of paint Inspected and approved by the Architect will be counted as completed. Sand defects smooth between coats. Defects A. Provide experienced, well-trained workers competent to complete the work ae specified. are defined as irregularities visible to the Unaided e e at a five foot distance. C. Provide construction access road end walkways as required. B. Unless approved by the Architect,provide all related products and accessories from one manufactww.-. g y J J J J J J J J J J J J J D. Provide secur t and rotection re uirements includin fire extinct: shore as r ulred b the local Fire B. Keep approved samples on hand for comparison with work 9 P q 9 eq y 13 MATERIALS HANDLING C. Allow dr In time between coats as Instructed b the paint manufacturer . lbrk end smooth out Marshal, site enclosure fence, barricades, warning signs, &ecurlty Ilghing, bullding enclosure, locking, y 9 9 &eaurlt , and act control. A Provide all materials required to complete the work as shown on Drawings and opacified herein. brush coats onto surface In an even film. tUxre spraying, a I each coat to provide the iridin S y P Deliver and transport materials to avoid damage to the product or to an other work Return an equivalent or brush coats. Do not double back ithAra ul ant to build Flim thickness of two OWNER, E. Provide ped drink support fedlltlae Including field office if required by the Architect, sanitary P g f y y q y P BONIAT PIONEER Facilities, and drinking water. products or materiel! delivered In a damaged or uneatle actary condition. Materiel! and product! costa In one pass. Match applied work with approv sample! as to texture, color, and coverage. F. Install end maintain project identification sign as designed and provided by the Architect. delivered will be certified by the manufacturer to be as specified. 33 PAINTING AND CLEANING SPECIAL SURFACES B. Store materials safely to avoid damage or exposure to dust or moisture and locate to expedite the work A. Paint ventilation reglaters, panels, access doors, ducts, etc. to match adjacent surfaces. Palet back END OF SECTION PART 2 -- MATERIALS AND PRODUCTS aid" of acceee panels to match exposed sides. Paintvissi visible duct surfaces behind vents,, registers, and aiTIGARD, OREGON rlllee as cilreicted b the Architect. Exposed vents: two coats of heat-resistant paint. 01600 -- PRODUCTS AND SUBSTITUTIONS 2.1 HARDWARE B. Exposed pipe and duct insulation lif enyJ: Apply one coat of latex on Insulation which has been sized or A. Provide end Install hardware in accordance with all State and Federal accessibility codes. primed under another Section. Apply two coats on ouch surfaces when unprlmed. Remove pipe or duct I s oxee$ GENERAL B. Hardware !hail be as manufactured by: Verify with Owner. bands before painting, and replace after painting. �■®�� A REQUIREMENTS 11 KEYING C. Hardware: Palet prima-coaled hardware to match adjacent surfaces. Allow m palm to creme in contact with hardware first le not to be painted. '•••••'+• A. Provide product! from one manufacturer For each type or kind ea applicable. Provide secondary A. Provlds complete locks and key agate n as specified herein. VwIFy ary requirements the Mail may have. D. Damp spaces: In shower or toilet rooms and other damp rooms add approved funglcide to paints. materials as recommendso by manufacturers of primary materials. e. Provide Factory key and maeterkey locks and cylinders. 3.4 CLEANING AND EXTRA STOCK B. Provide products selected or approved equal. Product! submitted For substitution shall be submitted Number or keys For each lock A. Maintain thorougqh duet and dirt control thou pout the pa hung process. Thoroughly protect all with ecce riable documentation, and Include coats of aubetltutlon Including related work Number o; meeterkeye: surfaces that won't-be painted with clean, unda.5icul drop c1otM and masking tape. Immedlately clean C. Conditions for substitution Include: Number of grand maeterkays: any spilled mat*ria Is and do not allow dirt or epllled materials to be tracked In a work area or to other work An 'or equal' phrase In the specifications. C. Provide construction masterkey eystem. Upon Substantial Completlon, change all construction locks, areae. Allow absolutely no paint smears or *platters to remain on adjacent surfaces. Specified material cannot be coordinated with other work and Install Finish keying. Factory stamp keys: DO NOT DUPLICATE. Tag permanent keys, and B. Upon compiel.[on of painting work deliver to the Owner An extra stock of Inn% or more of each _ I Specified material is not acceptable to authorities hav,g Jurisdiction. provide certirled top. ll-very to the Dumer. Provide a complete set or tools and maintenance manuals for all color, type, and glow or paint used In the work Tightly seal and t;!mrly label each container with notes Substantial advantage is offered Owner In twine of cost, time, or other valuable conelderatlon. lock* and operable hardware. on contents and Iwation used. D. 9ubstltuUone !hall be submitted prior to award of contract,unless otherwise acceptable. Approval of 35 INSPECTION, TOUCH UP AND REPAIRS PART 3 -- CONSTRUCTION AND INSTALLATION shop drawings, product data, or samples Is not a substitution approval unless clearly presented as a A Teets will be made at random to confirm paint coat thlckneeee& and paint work gwllty. Unacceptable substitution at the time of submittal. 3.1 PRECON51"RUGTION work Includes surface Imperfections such as epotting, tape, brush marks, and rune. END OF SECTION A. Examine and verify that Job condltlons are satleractory for speedy and acceptable work B. Remove, reflnieh, o: repaint work not In compllence with speclfled requlremente. Replace or repair 0I100 -- CONTRACT CLOSEOUT B. Store matery gials serol to avoid damage or toes. all non-conforming work as directed by the Architect. Do repairs and touch-upo to they are undetectable. GENERAL 32 INSTALLATION REQUIREMENTS -- GENERAL END OF SECTION A. Temporarily remove or cover exposed hardware wham painting or cleaning adjacent materials. 1.1 SUMMARY B. Attach all hardware securely with fasteners made specifically for that hardware, without damage to f Thehardware or fasteners. A. Co Following are pst Amol alterssupporting rt substantialcume completion.ton. Provide the following: C. Match hardware type, size, and finish, all bete of faetenhmgs, such as screws on hinge butts. Match all Completed punch Ilei and eupporting documentaton. required screws to all screw-attached hardware, such as hinges. MARK DATE DESCRIPTION Signed warranties. D. Get all flush-Set hardware ouch as hinge butts so they are truly Flush without any protrusion. Certifications as specified. E. Install doors to open and close eaally, without binding,quletly, with secure fit at latches amd light fit at Ramn. JOB NO.: 0301–OS Occupancy permit from governing agencies and utilltu companies n• required. 33 INSTALLATION -- BUTTS AND HINGES Testing and start up of building systems. A. Provide FILE: 0301-05A-6 end Install butte and hinges as shown in Hardware Schedule and as specified herein. r! Change and transfer or locks and keys as !pacified. B. Hardware !hall be as manufactured by: verify with Owner and mall side. BY, B. Provide the Following prior to Final acceptance. G. Install as per manufacturer's Instructions. where butt hinges will swing 180 degrees, use hinges with PLAN CHECK N0. Final payment request with supporting affidavits. adequate throw to clear the door trim. Completed punch list and supporting documentation. 3.4 INSTALLATION -- LOCK5ET5, LATCHES, AND KEYS PERMIT NO. C. Provide sets or record drawings showing original design and all changes made during construction. A. Install Iockeets as per manufacturer's Instructions. Install cylinder cores with tumblers set upward. DATE: FEBRUARY 5 2003 D. Provide the following closeout procedures: B. Carefully guard master keys during construction. Remove construction lode, and install permanent , Submit record documents. locks. Match up locks and tagged keys after Installing all unite. Verify that all keys and locks cparate ®copyright 2003 GA MILLER AWAiTECTURE AIA PC Submit maintenance manuals. smoothly without effort, Complete all repairs, call-becks, corrections, re-adjustments or equipment, Fleet cleaning, and Final touch- C. Deliver key$ and instructions to owner, all checked with door locks. SHEET TITLE up. Remove all temporary facllltlee, equipment, tools and supplies. A. INSTALLATION •- DOOR CLOSERS (IF ANY) PROJECT SPECIFICATIONS END 7F SECTION In Install per astwere straight, ht, true one, with epactal attachments as required for wood or metal doors. Install doow feeteners etrelghL true, and undamaged. 01800 -• GLEANING AND MAINTENANCE DURING CONSTRUCTION AND FINAL CLEANING B. After adjustment, verify that door closere operate smoothly at correct speed, without noise, firmly to 6 U 9close and latch doors. VwIFy that door arms of clowe are straight out when doors are closed. Keep the 1111 . Keep the bullding! end site well-organized end clean throughout the construction perlcd3b INSTALLATION -- PLATES, DOOR STOPS, AND HOLDERS (IF ANY). A. Install door stops as per o of correct manufacturer's Instructions. Install stops type And In correct B. Provide general clean up dally and complete weekly pickup and removal of all scrap and debr:• Rom the to fully protect adjacent surfaces. P yP the elle. Exception: Reusable scrap shall be stored In a neatly maintained, designated storage area. C. Weekly ptoku shall Include a thorough broom-clean ewes, of all Interior spaces. Dally and weekly B. Install push-, pull., end klckplates according to door manufacturer's Instructions. cleanings will not replace required clean up after the work of specific trades ouch as specified herein. 3.1 INSTALLATION -- MISCELLANEOUS HARDWARE AND ACCESSORIES D. At completion or the Work remove From the job site all toots and equipment, surplus materials, A. Install ham [me, Folding, blfold door hardware as per approved samples. Install suspended and equipment, scrap and debris. hanging door racks leve end secure Into supportive gaming. Install etldng door tracks level and secure E. Inspect Interior surfaces and remove all waste materials, paint droppings, spate, stairs, or dirt. Into supportive framing. F. Schedule final cleaning as approved by the Owner to wabic Owner to accept a completaiy clean Work B. Adjust eliding door wheele for smooth level glide, easy opening, and secure closure. G. Final cleaning will be comparable to that provided by professional, skilled aleenwO uelng commercial C. Install weatheirstrlppin as per manufacturer's Instructions to create a secure seal against air grade cleaning materials. Cleaning materiels will be used with care and will be compatible with building Infiltration. Provide andoeta 11 acoustic stripe to create a secure sound seal. A 6 materials and noshes. D. Keep hardware clean. After Installation, protect finishes From physical and chemical damage. Clean paella Rd.1333 After Installation, Inspect all work For Improper Installation or damage. and protect all hardware ae recommended by manufacturers. Replace or make undetectable repairs to BUP2707. 7333 damaged materials or finishes. 22 of z4 55 Operating hardware must p it IF smoothly.still epairdefe or replace eny defective work Rapelr work will be All conte ts, deal ns, arran emente, and data Indicated on these documents are the ro erl of G. A. Miller Architecture PC and were created, evolved, and undetectable. Redo repao-s If work le Edefective, ea directed by the ArcMtad developed For use on, and In connection with the specified project. None of such Ideas, deal ns, arran emelnts, or data shall be used log, or disclosed to SHEET OF END OF SECTION END OF RECTION any person, firm, or corporation for any purpose whatsoever without permission of G. A. Millar Architecture PC, g y NOTIC s IMAGE IS NOT SPRINT CLEA RTYPE STHISN TIC r� tj �I lei i�lll 11 Jill[III III r rl1jtlrrITffr7TTlt1T fI11'IIIII�III�I f�1I16�IIlllIl [Jill�l11111111111114 ltil I�I IIIIi�l�l�1 lilllll 1�1Ifillll�ll� �� Ile ,� �/ ;oDy IMAGE IS NOT AS CLEAR AS THIS NOTICE, � 3 141 5g ib i IT IS DUE TO THE QUALITY OF THE • — ORIGINAL DOCUMENT IS iuliiuluuuiiluuuuhiiiimlmiuuulmimi6iumi�miuduuuul�m1;ulm�imlmiimluiiiudmiTiidmiiuduuimlmiimlmiimliml iuI � i«luum ` uiui; 24 a •1• • y • h i• • • i i • • f 1 • • • N RAL STRUCTURAL NOTES •.0. • 0. ... 8 pE515N I CONSTRUCTION0 . ••, ••, •• . . The structurai desi;:�n and documentation conrorm to the 1991 Uniform Building code (UBC), as amended by the ••• •„ � State of Oregon. The structural cocuments are to be u6ed in conjunction with the architectural drawings and the EQUAL EQUAL EQUAL _• ; (2) 2x12 STAIR project 5 �A M��I �� project specifications. The contractor is responsible For coordination of all documentation and is to ng STRINGERS, ITYP briI --- S2 I I i o P - --- - - -- ll p V document discrepancies to the attention of the architect / engineer for clarification / direction_ I - ---- -- -_ ��'„ !� ��P�d Jllrl t4 _ -- The stability of the structure is dependent on the completed condition. The contractor is reponsible for 4 -- I --_------- ; ; l 61 f ' J J J J J J J J J J J J temporary bracing during construction. 52 _ _ 1 _-__ - _- L ,r 10 (° I ; J 8 F31 La- �l-T 4 ' ' 8 DE51 N L 0,4 5 - ___-.�:�-- - 52 r 52 2125 SW FOURTH PORTLAND, SUITE 516 In add tion to the structural dead loads, the Following live loads and design criteria were used: T -� " r i PORTLA D, OREGON 97201 I=;Dors: OC- C - --- - - - --- ---- , 503.827.7979 L J �t WALL - ------ - n ----- -- -- ---- --- -- --� -- - - - 503.827.7989 FAX __ Office: 50 per + 20 per partition dead load COLUMN� 12 52 g lenmgam tier ar-n :ctu-e tom Corridors: 100 per 4 2 O QJ 6RDOF AB01/E Stairs: 100 per 52 - II - - - / -- - -- ---- -- - - CONSUL TANTS 52 6FLOOR �. -- - 5011 Bearing(Searing Pressure 2,000 psf (Total Load) I 10 --- --- -- - - \ \ ----- -- -- - , Original documents (Vl_MK, 5-54, Sheet A5) - BERRY-NORDLING ENGINEERS INC. �- *FLOOR 52 cA /' ------- >-� --- ��--- U1ind 80 mph, Exposure B 11 (L 6 ROOF BO -- - - X _ Seismic Zone 3, Z 0.3 Importance, 1 1.0 Ca • 036 R = 5.5 Cv = 054 `� S2 S2 tl SPEC=IAL INS CTIONS I ' _ U - - - - - - - -- - - ; GENERAL CONTRACTOR I. Special inspections are to be performed by a qualified independent spacial inspector and shall conform to _ - aectlon 1-101.1 of the UBC, Oregon S eciait Code. Inspections are to be continuous or periodic as derined - -- ® --- - 13 MARKET CONTRACTORS LTD cJ p y p p r- - . by UBC 1'101.6.1 and 1701.6.2 and as outlined below: S2 a. Continuous during the taking of concrete specimens and the placement of concrete and reinforcement In. Continuous during the placement of anchor bolts, expansion anchors, and adhesive anchors. =.____: -1 - -Q -- ♦ -- C. Visual inspection of all structural welding, except welding performed on the premises of an approved lE WALL i fabricator in conformance with UBG 1101.1. 52 I �-_�.__r � COLUMN ~ SPECIAL 056ERVATiON 6 52 Oc 3 16 - 52 = ' I. Structural observations by the engineer of record or his representative shall be required at the Following _ -`--_---- _-- - - -i } i � (t WALL approximate times during construction: �=J It COLUMN .�� a. During Foundation construction, after reinforcement is in place, prior to concrete pour. - ----- - --�-- ---- ' < , c� c; i N F . (E) CONCRZ-TE 6 ;�\ w� , b. During int ellation of mezzanine framing / ledgers. IJ 14 _ 2. The contractcr shall notiF the en ineer of record four (4) calendar da s in advance of completion point TILT-UP WALL 4x!2 - - --- ---- - 52 - - --- ---- - -- - - - - TYP S2 12,187 TYP y 9 y p J y requiring site observation. ( I6 I ------ ------------ c� ' o�c '�:Gti GsENERA-� s2 1 IILL { 15, I. These notee set minimum standards For construction. The drawings govern over the General Notes to extent shown. I - - - - -- Y 2. Contractor shall veriry all dimensions and conditions on drawings and in the field. Coordinate locations of O ' Nd 1 openings through floors, roof and walls with architectural, mechanical and electrical plans. Notify design 2 - - --- - --- -- _ t agency of any discrepancies. I 8 EXPIRES.1?!31 t-% 1 3. Shop drawings shall be required on reinforcing steel, structural steel, floor Joists, and glue lam beams and t shall be reviewed prior to fabrication. 3'/7xlltia PSL 91 CONCRET1E - CAST IN PLACE ?� 4 p I. Average concrete strength as determined by Job cast lab cured cylinders at 28 days (p!us(increase BONITA PIONEER BUILDING i depending upon the plants standard deviation as specified in AGI 318) shall be 3,000 psi o al uses 52 I �n -- - - - - - c 2. Minimum Mix Requirements: EDGE OF 52 __ ___ _ 7 1 ROAD a. Slump: 2 to 4 inches. Deviation from design slump +iii' to -I'. ___ ____ __ ---_ _____-__ __. _ _ -LANDING ABOVE - - 7333 SW BONITA b. Admix: Water reducing admix (Pozzolith or equal) For all Blabs. O -. 2 r-- 3i%xlllia PSL - 3. Place and cure all concrete psr ACI codes and standards. '-- -_ ._- - _ v - L . RE INFORC I Nt3 --- _ ---f- -- -- - -- I _ _ _ _ (E) CONCRETE I. All reinforcing steel for concrete to be grade 60 (grade 40 For ties) and shall conform to U.B.C. standards -�J - TILT-UP WALL and ASTM 4615. J I I I (2) 2x12 STAIR STRINGERS ! (TYP)_ 2. Fabricate and install reinforcing steel according to the 'Manual or Standard Practice for Detailing V i -- OO 4x10 I - -- -^ J-- i Reinforced Concrete Structures' AGI Standard 315. - � 52 / 'I � ! J J W I I - - J J J J J _1 J J J _J J ---- -- ---- ------- - - - - j UJOOD FRAMING � � - - - --------- - ....--- - '! OWNERS I. All lumber species and grades to be as Follows: O 1 a. Joists, beams and stringers Douglas Fir-Larch No. 2 dl r -_- I RONiTA PIONEER - -- In. Beams t stringers 6x t greater Douglas Fir-Larch No. I u1 c. 4x p,sts Douglas Fir-Larch No. 2 d. Posts t timbers (ox t greater Douglas Fir-Larch No. I J- e. 2x4 studs ...... Douglas Fir-Larch No. 2 Q Z TIGARD, OREGON F. Studs 2x6 t greater. Douglas Fir-Larch No. I 5 ' g, Top and Bottom Plates Douglas Fir-Larch / Any Grade p 13 l: h- Sills, ledgers, plates, etc- embedded in or to r I , a Cl SZ - - _ 52 - in contact with concrete Press treated DF-L 02 q ' - --- - i. Bucks, blocking , bridging t mist DF-L 03 or Hem Fir 13 - 2. Framing anchors, joist hanger, post caps, etc, to be 'Simpson' or approved equal. 3. All bolt heads and nuts bearing on wood to be provided with an oversized washer. L----J 6' U --- - -- - i 4. All nailing to be per table 23-11-5 1 of the U.B.C. Nails called For on the drawings are to be common. 5. Studs may be notched in the lower �/5 or the he cjht of stud for electric and plumbing pipes, but no part or 8 62 notch is to be deeper than 2r2% or width of stud. Holes of diameters up to 1/3 of width or stud may be f - A ' drilled in studs but not in center 1/3 of their height. a q Q -- 6. All members 2x or less (least dimension; shall bs kiln dried- _ - - _ 1. Sheathing to be APA rated with exterior glue, nominal size as noted on t}ie drawings. Install Floor sheathing - u1 Q ^ - - - ®- ___ _ __ _ _ _ _ i -- - with face grain perpendicular to supports and stagger end joints. Install wall sheathing either horizontal or - - -- r7m--- - . .-- - -- G -_- - -�- - - 11 vertical and block all edges of sheathing with 2x4 or thicker blocking. W d1 _ PREFABRICATED FLOOR JOISTS /BAMS - - - - - - -- - - I. All Floor members shall be manufactured by True Joist Macmillan Corp. q 52 2. All joists shall conform to all provisions of the 1991 Uniform Building Code. 4, WALL I O O 52 - - - ------- - - 52 - - -- --- - i - -- ---- -- - -- 3. Joist shall not 4s/ceeci a live load deflection of L/480 or the working stresses as shown in the U.B.G. S2 4 COLUMN r " -1 v standards For appropriate materials For the loads indicated on the drawings. 4. Joist manufacturer shall Furnish complete engineering shop drawings with substantiating calculations sealed by - an Oregon registered profebsional engineer. 5. A. TJI aeries: 6 � ---J -- - -- --- ------ 3 18 MARK DATE DESCRIPTION Manufacturer shall Furnish all hangers, end and intermediate stiffeners, blocking and/or shear panels, 52 S` *ROOF ABOVE and metal bridging assemblies as required to provide a complete floor or roof structural system. 11 JOB NO.: 03-019 B. Parallel strand lumber (PSL) to be manufactured From Western Species Lumber per manufacturer's - - specifications with the following stress ratings: p 51 6FL.00R FILE: sl eneral notes, fou_ a. Parallam :P5L) r=1, = 2900 psi FOUNI),ATiON FLAN 9Y: - JEN F„ 290 psi , --- - - PLAN CHECK NO. -- E = 2,000,000 psi Si i14"�I'-0' - - - -� 6. Manurcicturer shall coordinate location, size and weight of mechanical equlpment with mechanical engineer and contractor, verify location and size of duct openings. Provide additional Joists as necessary. K'2_'*`\ MEZZ,4N1NE FLOOR FRA"iINCA PLANPERMIT N0.7. All bridging, bearing hardware, blocking, hangers, etc. that connect to the joiste shall be per Trus Joist Corp. a4x6 POST - ATTACH 4001018 STUD EACH SIDE W/ "8 SCREWS alt' o/c _ stand.;rd details. i4'�1'-0" DATE: JANUARY 22, 2003 8. Erector shall exercise extreme care. during erection or Joists te-, prevent them From buckling laterally. 02 4x.4 POST TO PSL ABOVE - ATTACH 4©01C18 STUD EACH -SIDE W/ 08 SCREWS 612' o/c. S) d copTl9K 2003 GA MILLER ARCHITECTURE AIA PC Provide lateral bracing as necessary. O 1S 4x4x=% �l s�4' APA RATED (42/20) T4G SHEATHING. ATTACH SHEATHING W/ 10d 66' EDGES, 10d 612' FIELD. SHEET TITLE METAL STUDS, JOIST�A�ACG€SSORIES 2'-6' x 2'-6' x 12' FOOTINri W/ l3) "4 EACH Wal BOTTOM, a P.T. 4x14 LEDGER. ADJU;3T ANCHOR LOCATION TO AVOID EXISTING CONCRETE TILT-UP WALL FOUNDATION I. Galvanized steel must meet the minimum requirements or ASTM 4446 Grade D (Fy=50 kal) For 12 gauge, ASTM REINFORC'E"1EN"r. 5Ec DETAIL (1/52). 4446 Grade D (Fy=50 ksi) or ASTM A446 Grade A (Fy=33ksi) For 14 and I6 gauo.e, and ASTM :4446 Grade A O 3'-0" x 3'-0' x 12' FOOTING W/ (4) 04 EACH WAY BOTTOM. (Fy=33 ksi) for 18 eaucie and lighter For the item and use intended. Galvanized coatings must meet the ASTM L STORAGE ACGE5S AS REQUIRED. HEAD OPENING W/ 4x6. PLAN A653 Specification, d_60. r 3'-6" x 3'-6' x 12' FOOTING W/ (5) 04 EACH WAY BOTTOM. 2. Carbon sheet steel must meet the minimum requirements of 45TM A510 Grade 50 ksi for 12 gauge, AST`l A510 u A1TA;H WALL STUD TO EXISTING GL COLUMN W/ 08 SCREWS 612' o/c. EDGE SCREW WALL SHEATHING Grade 50 ksi or Grade 33 Kai for 15 and I6 gauge .and Grade 33 kei For IS gauge and lighter members. U TO STUD Carbon sheet steel produc�tm must be thoroughly coated with a rust inhibitive paint. INDICATES 400516243 616" o/c (UNLESS NOTED OTHERWI5E) METAL FIRST FLOOR 3. All structural members sha ,)e designed in accordance with American Iron and Steel Institute (AIS0 5TUD WALL W/ %' GYP BOARD WALL SHEATHING. ATTACH SHEATHING LTJ ATTACI- PIRE95URE TREATED 4x Sl WD TO CONCRETE TILT-UF' WALL W/ s/a'0 EXPANSION ANCHORS "Specifications For the Design or Cold-Formed Steel Structural Member' 1986 edition, with 1989 amendments. TO WALL STUDS W/ 06 WAFER HEAD SELF DRILLING SCREWS 61' 632' cvc (3!%' EMBED). EDGE NAIL WALL SHEATHING TO 4x 5TUD LU/ 5d COOLER NAILS 61' o/c. FRAMING PLAN 4. Metal etude anc-' / or Joists: EDGES t FIELD. PROVIDE LOW VELOCITY (0.145'0 x 1 1/32' a. For metal stud walls, unless otherwise shown on the drawi,gs, provide standard punched steel members of PENETRATION) FASTENERS 624" o/c MAX. AT BASE - SEE (52) F, SIMP50N 'PHD2-5D53' W/ (10) '5D5'%4x3' WOOD SCREWS TO 4x4 POST. DRILL 4 EPDXY s�a'0 the gauges shown on the drawings. THREADED ROD INTO EXISTING SLAB ON GRADE (4114" EMBED, VERIFY SLAB THIC<NE55) PER g 9 g b. Use only one type throughout. the work, unless otherwise shown on the drawings or specifically approved in STRUCTURAL AND MISCELLANEOUS STEEL SIMPSON 'SET'. ATTACH 4001018 STUD EACH SIDE W/ 08 SCREWS 612' o/c. advance by the Engineer 5. Accessories: Provide all acc s5ories including, but not necessarlly limited to, tracks, clips, web stirrenerB, 1. Detailing, fabrication and erection shall conform to the Steel Construction Manuel of AISG �1 SIMPSON 'LTT20B' 66'-5' o/c - SEE DETAIL. (61=2). anchors, fastening devices, resilient clips, and other accessories required For a complete and proper 2. All steel to be A36 except as noted. installation, and as recommended by the manufacturer For the steel members used. 3. All welds to '�e made by Certified Welders to AWS Standards with E10XX electrodes. © 2x4 616' o/c STUD WALL. 6. Fastening of components shall be with self-drillincj- screws or welding as noted in the drawlnc Screw& or 4. Bolts to be 4301 unless noted otherwise. welds shall be of auMcient size to insure the strength of the connection. All welds or galvanized steel sh�Jil 5. All structural tubing to be ASTM A500 Grade E3 Fy ., 46 ksl, be touched up with a zinc-rich paint All welds of carbon sheet steel shall be touched-up with paint. Bonita Rd,7333 BUP2003-00055 23 of 24 r� v NOTICE: IF THE PRINT OR TYPE ON ANY l I I I l l i III III III III III I I Ill III III I I III III I I"1 111 111 11 i'I I I I I III 11! 111111! 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"... „6,1 .;Sbk._ ?�x.�.:5•}j'h r� i'�B�YI'e--=: _..:• _ _ XIS7�s�8[' I�Y.xM:: _ >_,aay-... •isv.t'a..r:.ii..•.tlL4A`Y :�i:.�Wi;� !rdViMh. -`y: �y�, 1 A aN ? l'Fx.aj ._ .,: . :'- . . ._-.... . .. .- .. . . ..._.. .-_. _.._ ,-,:_- t...,4Lra.`rte__ — _ �i,�rrai �e-_' `•�+ea.._a="�."'e� : 1MIA'Id�'", •i : •� •• SEE ARCH,DILIGB. .:. •• ••• 400816X;4 • �( pd �l� 4 x6 POST STUD WALT:- . . •• SMPSONH25*4B'o/c W/0BSCREWS TS4 x4 COLUMN BIMPSON CBO 46-8082 GYP.BOARD WALL (2)-2x128TAIR88TRNGER req EIA pp, ��Q�,l�� 1 CONCRETE lk FILL SHEATHING EACH S®E /9 COL. NAL 2x12 STRINGER GER STARS .a'�fJJf1J1r �+P�d AIA Pr' AFTER M PLACE r + / k IE V2 x 10 x 0-10' k EDBTNG SLAB -EXISTING SLAB ON ` I T. 17 2125 SW FOURTH AVENUE SURE 516 I (4)-5/E'O HNLTI KWHC BOLT I l� r IV7 I (EMBED 4')-3/4'GROUT GR'A'S BLKG. PORTLAND, OREGON 97201 UNDER + (503) 827-7979 2 x 6 P.T.LLV ISIV a - - — EXP.BOLTS•I6'o% pEaE0. E0. (503) 821-7989 (FAX) 2x4116'o/c LLV n �, (�EACH STUD LTANT L� i i i i — FOOTING-SEE o M BLKG. Y _ - _ SCHEDULE + METALSTuvWALL BERRY-NORDLMG ENGINEERS, INC. _-- -. ^+ EQUAL EQIk1L FOOTING-SEE L EQUAL EQUAL COMPACTEDE _ 2 ii GRAVEL-TYP. .. - - — - - - - - — - - -- -- - - — - - - - — - - — - - — - - — - - — EXIST.SLAB ON GRADE EXIST.SLAB ON GRADE GENERAL CONTRACTOR: S2 3/W- dV CJ.'I 3/4'•f-0 3/4'•r-0' GJ' r •h0 I •r-0 MARKET CONTRACTORS LTD EDGE OF FLOOR SMPSON'LTT 205'AT b'-8•o/c METAL STUD AT EACH TJ/PSL- (AS OCCURS) W/(10)IOd x I V7 NAILS AT TA 4 )4 A x 14 P.T.LEDGER W/ / (2)08 SCREWS TO TOP BOTTOM 5/8'O HILT KWIK BOLT I(EMBED 4•) (2)-5/8'4TI KWK BOLT CHORD EXIST.CONCRETE I I W/STANDARD WASHER AT CONCRF rE l EhBED ')AT Ib o/e RAILNG BEYONp ` FLOM WALL ' WALL b -CANTILEVER TNI- TJ BLKG.PANEL -SA"PSON LTT 205 (PSL AT EDGES) •N-B'o/c METAL STUD (B RIM JOIST I 14'TJI •I6'o/c (By TRUS JOIST) :::: o 14!TJ ::�- �- -!- -• SMPSON H25 3 x 4 W/V7 Y 50LT in 14'TJI IV 0/c W/*a SCREWS BLKG. (CCURTERSNK AT 48'o%) WEB STIFF.BY 6 EXPIRE8.1"- V J rn TRUS JOIST,TYP. 4007200- 3TOP TRACK TJI 4-08 SCREWS -��IMBERSIRAND BONITA PIONEER BUILDING WALL SHEATHING KING LEDGER TO BEAM r-a r-a' y 3V2x11V8PSL CANTILEVER-SEE ARGH 7333 SW BONITA ROAD SMPSUN'fTT 314' (2)-2 x 12 STRINGER U.VSMP50N'U 28-7 --METAL STUD*16'0/c TIGARD, OREGON NOTE:DO NOT DRILL/GU1 EXLSTING WALL W/SLOPED SEAT AT PSL WALL SHEATHING 400 5162-43.16'o/c REINFORCEMENT(17 o/c FIELD VERIFY)- (SIM-SON•HUC 48'W/SLOPED (ALIGN W/14'TJ JOIST ��VV/V--"` 4 x 14 P.T.LEDGER W/ ADJUST ANCHOR SPACING AS REQD- SEAT AT 4 x Im BEYOND AT WALL) ABOVE) 6 (BOLT/. 6'o/CKW K REPORT TO ENGINEER Q Q B S2 Nr-0' 1.,f-0 S 3/4'•r-0• 2 r•1'-m' J J J J J J J J J J J J J SZ EDGE OF FLOOR OWNER: 10co•4'INTO TJ (AS OCCURS) STEEL STUD EACH SIDE SPLICE PSL BEAM OVER WALL 10d s 4!INTO BLKG. �B!17 o/c TO POST/M PSL� i CENTER LINE BONITA PIONEER 400 T 200-43 BOTTOM TRACK W/LOW VELOCITY TIGARD, OREGON FASTENER•24'o/c EXIST.SLAB PSL BEAM I ON GRADE WALL SHEATHING FILL bd 11/8'TJ CINCH AT 17 PATTERN 3 51-KG. 14'TJI 37 o/c MAX � 7r 3/16'SIDE eS EDGE NAIL(8,d)OR ® -® ISTIRF.By 0 SCREWS,T(8, ALIGN TJI FACE W/ ,p _ THRU)BOLTS TRUS JOIST,TYP. STUD WALL-EXTEND S2r•M1 WALL SHEATHING TO .7 FLOOR SMPSON'ECCQ 5-6SD825' BRG.R V2x5V4x0-9' < .PSON'ITT 311W WALL SHEATHING- 5/8'GYP.SHEATHING EACH I �' 'ER SMPSrJN'RT 314' SEE SCHEDULE SIDE- SEE ARCH,DWGS TO 4 x 4 COLUMN HANGER ` 400 5162-43 STUDS AT Ib'o/c PSL BEAM ALIGN W/FLOOR TJ 4 x 6 POST SEE 82 FOR 11 ADPL NFOR /T2"**% 13 14 MARK DATE DESCRIPTI S2 I'I ® S2 V52J 82 �r m JOB NO.: 03-OM FILE: 92chAA& SMPSON'LBTI 49 4 EXIST.4 x Ib B TRACK BLKG.AT END STUD W/(12)10d x 1117 WALL-F 4 NEW BAY AND EVERY FOURTH NAILS TO ERG.PLATE 400 VERIFY PLAN CHECK NO. 400 8162-43 STEEL BAY(MAX)BETWEEN 4 x 12 PERMIT NO. STUDS•IV o/c EXIST.4 z 16 DATE: JDPLIitRY12201D3 SHEATHING I BEAM EACH SIDE EXIST FLOOR - - - - - _ _ - M5S�OOF _____ __= _ SHEEP TITLE EXI6T.4 x b BEAM ADJACENT DETAILS SMPSON'EPG 44' (GL BM.AT SIMILAR) v 4x I65M. SHIM SIDES ASREAD. SMPSON•DTC'AT 4B'o/c EACH SIDE W/(4)-08 ISCRE110 TO WALL TOP TRACK AND _ 00f __ — METAL DOOR .a SCREWS•17 (2)- IN•9NXs ONLY'TO - - - (4)08 SCREW HEADER (STUD TO POST) EXISTING 4 x 3/4'GAP \ DTC'EAC44 SIDE TO TRACK BLKG. t%4�8SCREWS TO t TRACK 2 z b KICKER AT 4B' �/c 4 x b-SE-PLAN (3)Ibd TOE NAILS EACH (2)Sd'SNUG•AT 4 x I6 END I V4'(MM.)18 GA DONT. METAL STUD WALL GOVT.TOP TRACK STEEL STRAP EACH SIDE 400 T 200 t43 CK �n OF WALL - EXIST.SLAB MAL STUD WALL G I L 9VP2003-00055 �-0B SCREWS TO WALL STUD - - - - - - - - - 2e olilaR24333 AEON r.r-0• S2 r•r-m' $ r•1'-m' S2 NOTICE: IF THE PRINT OR TYPE ON ANY Ti 1t III III I�I III III I I III I�I I�I 11r t�lrt�i I�TIT T�I I�T I�I l I I�I 111 ISI III 1�1 111 1�1 I I I�I III 1�1 I 1 I�I ill III 1 I I�I III I�I I I ISI I-�I I�t I I III III I�I I I IMAGE IS NOT AS CLEAR AS THIS NOTICE, �_ I I 1� I Ih� I I IJI I i f i �� I � s� � . ( ► �,� I� I � � I �b I } /IAtG a dooy IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT IIIldLrLllluu IImlllLlllllullll '1111111111 IIIIIIIeII '11 IIIILt lYt St lrot Iet It lt t IIsI II 6 s Y 6 txy�