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10730 SW 130TH AVENUE-10 r, -Drawing Index_._---.----_-____. BUILDING LAYOU71A55UMED PROP. LINE BETWEEN E3LDG'5. --- 4-7- ON SAME HROF'ER7Y (UE3C 5033). F-[+d-11T 51TE NEW BUILDING 20'-C' CLEAR i:llll-('ili1G Jllr•f-11ITAl_ �, r 1 n OF EXI5TINrj CHURCH i COVER SITE NEW BUILDING F'ARAI_LEL TO AH - ARCHITECTURAL 51TE PLAN arld �G .4" FROM EAST SHEET (lhle aF►er�i) AND 20 i PF20PkRTY LIfJf= fA9 5l1RVE,YGD) \ I ►I I I .��-_ __^-- ---.-__---_..__._ _--------------- , - EXI5T'G. GARAGE �� rr � 1 A2.1 - PHA5F I - LCAUFR FLOOR PLAN (1/6" 5c.) REMOVED UNDER p �J 5EPARATE PERMIT / (1/8" A2.2 PHASE I UPPER FLOOR PLAN sc.) __ A2.3 ROOF PLAN (1/8gcJ C 5'-0" " DON R. KJRf AN n '�1C-p" i A2.4 -- 5G�IEDULE5 and DETAIL5 A3.1 - EXTERIOR ELEVATIONS , _� AUBURN, WAWTON 164'-0" - A4.1 PHA5E I _ 13LIll-DING 5ECTION5 cj' I I I I I A4.2 -- RATED CONSTRUCTION A55EM5LY DETAIL5 1 t � m _ A5.1 - REFERENCE - LOWER FLOOR PLAN (1/8" 5c-) � D V� F-XI61INC3 C_111RCH b ( A5.2 - REFERENCE - UPPER FLOOR PLAN (1/8" 5c.) j I I d) I SEF PERMIT 5ET FOR I tju1LT u►Jt:�R (- T ADDITION FOR I �/ r� I I b_1 JX p l I X 0 1 Ia11r EX15T'G. 51.1 - STRUCTURAL NOTESCOMPLIENCE WITH CHURCH CODE REQ'5. DUE TO I OFFICES 52.I FUUNDATIDN PLAN � 5 t_ PROXIMITY OF I I-I-- - - 52.2 2nd FLOOR FRAMIN5 PLAN Lam--_' A55UMED PROP. LINE BETWEEN BLDG'S. I I FX15T'G. CLASSROOM 'C' I EX19TG. I 52.3 -- RO�C>F FRA!"11F:C• PLAN SHOP I 52.4 -- PLATFORM FRAMING, CANOPY FRAMING TO F%E I - - - - 52.5 - FRAMING 5CHEDULF-5, DIAPHRAM NAILING ti REMOVED 1 - NEW L" - �" 7- - I 53.1 - WALL ELEVATIONS \%4p w PIUL*rI-PURP0 E t_ J 53.2 - WALL ELEVATIONS BUILDING EX15H. MOMLAR LDG. 1Y 93.3 -- WALL ELEVATI01�15 41,313 G S.F. •� " , <'•� __. 93.4 --- WALL ELEVATIONS S� Q� a0 24,824 5.F. FOOTPRINT / L_ - - _ 83.5 - WALL ELEvATION5 � 1 .�� 54.1 - FOUNDATION DETIAL5 �p ' ORE-CON UCTl4N 54.2 -- CONCRETE WALL DETAIL5 o oo •cr � .',ONFERE QUIRED rtI 543 - CONCRETE WALL DETAIL5 (�`~C' n 0 I - FJE1�T - - c LU CONTACT YFIELD 54.4 CONCRETE MALL DETAIL5 pJ 1 \ 55.1 - FRAMING DETAIL5 55.2 - FRAMING DETAIL5 =s N 95.3 - FRAMING DETAILS 23 5HEET5 TOTAL Set #1 t d j _ I Proecescription _ c� l PHASE f 5TO AIER TREATMENT AND � I n DETENSION PER GON3TRIJGTION OF THE 5TF21JG1URAL FRAME AND Structural DRAWINGg EXTERIOR FIN15HE5 OF A NULT1-PURE 05E SCHOOL/CHURCH BUILDIr,JC- AND REQUIRED RELATED 517E WORK. THE INTERIOR BUILD-OUT 0.= TI-JE Shell -mow A I BUILDING tUILL BE 5Ut3MITTFD A3 A 5EPARATE 'APEOWN P i Al RE ' I 1 I PHASE 2' SET OF PERMIT DR.AIUIrJG3. 1 THE PHAgED PERMIT gtJpMITTAL 15 INTENDED 10 -' FACILITATE CON5TRUGTION SCHEDULING 50 A5 TO MINIMIZE C.ONFLIGT5 BETWEEN THE OPERATION OF THE ? 13Oth AVENUE --"` -- _ SCHOOL IN EXISTING FAGILITIE5 ON THE 51TE AND 0 ftft bmuow in Cw1Gr"r&e1' �_ _ _ CON5TRUCTiON OPERATION5. • GRO55 5 TARE FOOTAGE - 41.813 5.F -- +tts0 Afamem-R�esise" Cr 4w st+e Frsme .�� - • TAX LOT tl. 02200 �`-- Reinforcing S e{-& �TM et '4�4d�ecMle A _StrUcturai Weiding • TAX MAP i; I5133AD • tengta�tmrO HighSv��o _ Deferred Submittals TN15 5E? (PHA5E 1) 15 INTENDED A3 A PERMIT 5ET _ _ i® li�ldltrfimxcrs"t9.►iFx�amn Cit~tarst+� - I I) PROPERTY LINE INFORMATION gLJGWIJ ON THIS 2) SEE G11r'IL DRAWING5 FC'R LA''OUT AND C5T'R 4) `SEE CIVIL DRAWINGS FOR REQUIRD EROSION - . ` �'------.� FOR THE STF'UCTURAI FRAME AND EXTERIOR .� t t< '~ -- __ FINI3HI=5 ONLY. IT WILL BE FOLLOWED BY A PHASE 2 S:TF PLAN 15 FOR EF> RENCF ONLY. [ AYGUT OF DRIVEWA-05, PARKING AREAS, AND OTHER CONTROL DURING C5T'R � -"- - -_ _. _ 5ET THAT U11LL DETAIL THE INTERIOR BUILD-GUT OF � AND REFERENCE 1'0 PROPERTY LINE=5 51-1ALL 51TE AMENITIES. 5) 5EE LAND5CAPE DRAWINGS FOR Iy I t iFaa•.'�a is tixce'Iykaterlala , THE PROJECT FOR OCCUPANCY. �+ BE r'1AGk FROMA PROPERLY STAMP,_p 5EE CIVIL DRAWINGS FOR PARKING GOIJNT, LANDSCAPING AND LAr`105CAPE IRRIGATION. CITY OF TIGARD C/)� �liir{p�,�titll�tf►�i;�t►�,tttd,caaiscvx�a tApproved Uf�2VEY PROVIDED B1' THE OUINER. ..........................................................., STRIPPING, AND COMPLIENGE WITH ALL 517E 6) COMPLY WITH ALL CITY OF TIGARD LAND U315Condb.)nallyApproved....................................J LAYOUT BUILDING FOOTPRINT FIRST FROM ACGE551BILITY REQS. ,� - CODES AND THE CONDITIONS OF APPROVAL For onl the c� nbed in, INFORMATION ON 1H15 51TE PLAN. ALL pERMITNO `G� _ va .13 i LAYOUT OF WALKWAYS, DRIVCS AND i�AI�K1Nu 3) 5EE CIVIL DRAWINGS FOR C5T'R OF ALL ATTACHED TO THE CONDITIONAL USE rERMIT .,I�; �y ;L, ;o„ tic►rt,yrtid a<111in� AREA3 5HALL BE MADE IN RELATION TO THE UNDERGROUND Ul�LITIES AND DRAINAGE 155UED FOR TH15 PROJECT. 5 Letter to: F01 w " STRUCTURES CITY OF TIGARD REF. t (CUP) 2001-00004 �� ............�............................( ): [%l:ll_D11JG'S ACTUAL LOCATION ON THE BITE. Q11 Stnadr. tNadl'1St Att JoC Address: •( )� I fJlthtsrllr>1g}>lttvrts Site Plan .___-- ___ --_ _ _____._ ___ -_----- -- __- _-- ca TO HWY. 26 tl'� e-OUN5ET HLL1Y.) Cade Anal osis _-� Project Team -- -- APPLICADLE GCpES and 1'jTANL:ARD5 Pf-ZOPERTY 0UJI\*_R - - UCATIONAL GROUP 'E= I' st U.B.G 504.3 - IN A MIXED U5E HLD'G., THE SUM OF 1993 OREGON 5TRUCTU'r�AL 5PECIAI_TY CODE WE5TGATE BAPT15T CHURCH c.GCUF'ArJCY ED p 1 and A5'.EME3L Y, Gh:OUP 'A 2.1' THE RATIOS OF ALLOWABLE TO ACTUAL 5.F FOR EACH (U.B.0 WITH OREGON AMENDMENT:;) 12930 SCHOLLS FERRY ROAD OCCUPANCY 814ALL NOT EXCEED ONE (U, NOTE THAT A ID A and AN51 111.1 CODE TIGARD, OR 91)23 v (:,:)NSTRUCTION --- TP. 5.11-x. - FULI-�Y SPRINKLER�D REQUIREMENT5 ARE INTFGRA1 INTO (503) 524-3500 T E-1 A-2.1 CHAPTER 11 OF TH15 CODE. AL.LOWA[31_E- AREA CA[_CALATION5 -- ^--� _. 30,461 5.F 11,412 5.F 1991 ---- UNIFORM MECHANICAL CODE ARC1-11TEC1 ' 'E-I' - BASIC ALi.OWABLE AREA 15,100 5.1- 62,1300 5.F 42,000 5.F 1991 ---- UNIFORM PLUM3I146 COi:E DON R KIRKMAN, ARCIJITECT i P per U.B.C. table F-EB, E-i OCCUPAHC'Y' �, �, 1991 NATIONAL ELECTRIC CODE P.O. BOX 1316 AUBURN, WA. 98092 Q • MULTISTORY ALLOWANCE x 1 = 31,40,7 5.F 0.212 0.151 1991 N.F.P.A. 101 - LIFE SAFETY CODE (253) 333-1910 per U.B,G 504,2 • hJCRE:ASE A FOi2 5[ PARATIOhJ rJot Arrllcabl• NOTE, ALL (0-ARK SHALL COMPLY WITH ALL F'PLIGAF3LE CODES, STANDARDS, STRt1C-1111�A�_ EIJCzl11EEf� I I1J F R 4-1 OTHER 5TRLICTURF5 REGULATION5 avid INTERPRETATIONS BY pc--r U.FB.G 505.1.1 --- E-I occ- E-I occ. REGULATORY OFFICIAL5 WIT" JURISDICTION 10180 ENGINEERING ERIE, a .l7NN BRADFORD 114,,FR :A`5E FOR 5PRIHKLER`3 x 2. = 6?,8�i0 S.F 14,112 5F 15k�R9 5F T16A `3.W NIMBUS AVENl1E• 1.13 tICsARD, OR 91223 pew U.B.C. 505.3, 51NGLE 51ORYva- (-- _ (503) 639.6601 = F I•I' - ACTUAL C�UI1_C�IrJG AREA: in,A61 5. ZC�r1111Cx GrpE ;'i1.11yI1`lAF'. t` JUR15DICTION CITY OF TIGARD, OREGON CONTPACTOR --_ • 'A-2.1' - BA51G ALLc>tl1ABLE AF:EA I0,50O 5.F per U.t3,C tab's 5-k3, A-2.I OCGUPAtJ;.I' A-2.1 oc.c. PROP. ZOfJING -- R1 - MEDIUM OENgITY RE5IDEN'TIAL GRACE- N�Sghr AvE�lUl1JC. contact, STEVE SHAW m� �I Mr 9F-JEEt 1: A-2.1 occ. BLDG. U5E - LOCAL COMMUNITY CHURCH- HILI SBORO, OR. 9112.1 PRO+JEGT 511E NORTH • r•1u�.T15-TORI' I+LLOl11ANCl:: x "? = 11,Uc>�D 5.F 10,052 3F 1,300 5F per U.O.0 504.2 REQ P A CONDITIONAL USE PERMIT (503) 648-2388 - -- - Vicinity Map c� • INCREA5E FOR 5EPAI ,ON0 riot A illcab►e --- --� NOTE, FOR CC`NPLIANCE WI IH ALL ZONING AND C.U. __. <I FROM 011-IER 5TR11"�.TURE3 P NOT t0 SCALE rca- RECOREMENT3, 5EE THE STAF=F REPORT AND IrdGRLASE FOR SPI�'.INKLI_I:S x 2 • d2,Ca�0 S.F� -- - ----- -- -------- ---- _.__,I CONDITION:5 OF APPROVAL FROM THE (NOTE DIFFERENT NORTH ORIENTATION CONDITIONAL USE PERMIT, FROM SITE PLAN ON 11115 511EET) PeT U.D.0 505.3, 51N61-E STORY vs. , Uf-�rIE"h� FLOORFLOOR- _ CITY OF 11GARD FILL: 1 (CUE') 1001-00004 I_CIIILF� FI.CJc>F, • 'A 2 I' - .ACTUAL MII_DIN-� AREA: 11,412 a.F 13th Ave. 10730 B11P2002-00234 DKA PROJECT 1+ !. 1 of 29 1501 dw t .,...,.._..... ..,, .. a,':>1'e •thara�rlrL�' w;,.:;:n: ..�..,x,w�.,........,_.. .. �.. NOTICE: IF THE PRINT OR TYPE ON ANY Ir�rli �r II � IIII IIII � Iillllll I � IIIII � IIII I I �IIIII I�rII�rllllllll hill I I� IIIIIIIIIIIII IIIIIII I� 11141111ill 111 1111111 1111111 IIIIIII I�II111 1111111 1111111 1111111 11111 -_r. IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 I - t -I - - 1 - --- I- ._ I __ - L-- - _IL.�_I _��. I__ I _gL _. -- I �L- ---L-_lU� - i t I Z�J (�/1'` J �t�C).S IT IS DUE TO THE QUALITY OF THE _ _ No 3e ORIGINAL DOCUMENT (]'E az 8z �z 9z z lbz sz �z Tog nz 8�T 8 [ GT I - t 18 I-� 9 4 ib e Z [�yue 111 f 1 1 ►� ►� f 111111111111�111111111�►�►1111111111111111111(111111111�1►�1�1�1111��111�111111111111�11►��11111►�1��lllllllll► ��II�IiuI�I��fl��llllll1l11L1111111� l1� 1 ll ll�►I►�� ►�l ►� �� I►��► �� h 1 '11 I1111111 ,11111�113 ��I A Cv 4 14 ICJ _)'-4 9- 10" 44A 71 01 d) rF OPENING IN 51R)ILICIURAL WALL. FOR P065IF5,LE FdLURE YYPE 'C' DOOR, FILL OPENINGWITH IN5ULATED WOODc� 5T1ID FRAMED WALL DON R. KIRKMAN 221-311 61 AUBURN, AMON '22'-3" 41 1" 0 321-011 t 01 l L I I <�> tj k- (0115 1 pi 02 Q> a) CN C" CD 00 CXD X 0 0 Cz 0 J XD Z3 cl� < 0- Set #1 PHA,5E I StructuralrP � J � Shell LA --6( LOC gt 1 ' I ` >-4 00.) 4d O CP CI) i (OD 411� 7 CL EXP05ED BALCONY EDGE I I ICU ABOVE, )YPICAL Cn I- - - - - - - - - - - - - - - - - - -- - - - - - - -- - - - - - - - - - - - - - - - - - - -- - - -- - -- -- - - -- - - --- - =J 1 40 C13 r 35'-4" 14 01 F3 — — -- - — — — — — — —— — — —— — — —— — — — — -- — — — — - -- L 1) Al L L)Lr-!LN�jds� ARE 10 OF 57AY-IN-PLACE I DKIN5 oR ROUGH t Of"FNIN65 UNI-L55 OUIFF-eW15E NorFii). VERIFY DIMENSIONS '1" INDICATES A CENTERLINE WITH ELEVATOR L i ('I)'PICAL OF WINDOW Ar4t-,) OHFNIN6 5140P DRAWINC-35 I I I I QINEN51ON5) 2) CONTRACTOR 51�IALL PROVIDE A 4j19'-30 Cl U-1-11"ORARY 5T,,%IW.AY TO THE 4— WK UFHER FLOOR AND CiALIRDRAII-5 At q> ALL EXF-05ED FLOOR FLXiE5 IN I COMPLILISICE WITH 0.5.HA REQ'5. OA <A/\ OOD --jC I LLJI U Al P4 WINDOW, DOC)K' AND (-X-3ENINC-3 13'-Op TYPL5, 15EE yHIAA A2A 57-04 CONC WALL 5 WI M STAY IN !41UET P 164'-0" PLACE F.P.15 FoRt-1 131 (-)(-K!3, 5EF- 5-TRUCIORAL FOR CONC.. 7HICKNE55 a(O C51H. KEU5. e A a NUR TI-I A4.1 )xb Al Ilk-)UP FRAME AZU I BE Structural Shell - Lower, Floor Plan ARING LLIA1.1-5. 5EE 5TK1J(-T1J"L VOR C-5rR. RE(?', — — - r - t - - - -- - -� — I - — — — —I— — — — f 130th Ave. 10730 BUP2002-00234 MA Pk1QVC-T 1: 2 of 29 1501 .......... NOTICE: IF THE PRINT OR TYPE ON ANY IMAGE IS NOT AS CLEAR AS THIS NOTICE, No.30 IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT -- I- -911----- 'i vii 1 III 111► 1111111 II litil-11111"17,1111101,N,111-11�11 '111 I 11L -G I-- --�I---- - [III -"A 4.1 q LION R. VJRXmm OPLN TO AUBURN, WIM1014 C)I-'Jt--N 10 BELOW O \> —C2) Il v i � �' �b3 ' 0 C) (DO > OQ ccs C'n C14 ci X 00 C7 < m 0PEN 'rO " jam — -n LO r =3 CN 61-691 66-60 17-101 � I I I ! . 0 I I� i I Set #1 RNA'6E I ntructural 8)h 8 11 C A4.1 C) cm UL 0 40 co CIL 91 EEL COLUMN., CENTERED ( \ _ `�' ON CONC. WALL BELOW cd U) co 40 , ; I I 1) ALL L)Lt-!Ltj226AP.F TO FACE Or- STAY-IN-PLACE VORI-15 OR ROLkM ,� ,� ` ' OPFNIN65 1JN1 E55 OTHERW15E NOTE[). i `\ / I I "V INDICATE A CENTFIRLINE OPEN TO (TYPICAI OF WINIXXIJ AND OHF q1NO BELOW P11'IEN!31ON5) '2) SEE LOWER Fi.0c*,1 FLAN FOR L_)II'IL:N5ION5 OF A1_1 WALI 5 AND OPENING THAT ALIUN WITH tHO5Iz- BELOW 1,41 O.._ .r------�-- \/ _ - ==�� 1 I I ,� � -- - - H. 0101_�z Flit ti I I -( WINI_10W, AND OPENI146 TYPE5, 5FE 5HLET A2.4 ENTRY CANOPY 13'-13" A.F.F GONG WALL-9 W141 STAY IN ROOF BROW TOP OF TAPERED PLACE F.P.5 FORt-I t3LOCK5. AT LOW POINT SEE 51ROCIURAL FOR Cc-,"r. A41 `aa.r10) TI-JICKNE58 and C.6TR- RFa5. NORTH AZ30 FLAT .10 15T DEARINO Structural Shell - Uppe!- Floor Plan.. .... 5CAL L. IM" 14'-2' A F.F 130th Ave. 10-/30 TOP OF [311. (FLAT) BUP2002-00234 UKA PfROXCT 11 3 of 29 1501 NOTICE: IF 'rHE PRINT OR TYPE ON ANY f_f l t--I,S �I1I I I-I- I -I-I I---I--I-�—I I SI I-I I I---I -I I-L-I--I—II I�II I�I III II I I _I_I�II l_II I_I _I_I-I..I I Is_I I I__I_I I -I.I_I ._I ..I-hI I-I--I--I—I -I I-I--I-I gII �II-I-I- I I II I i' I II I l l t l l IoI ISI II I I i I i I IS II I1I I Wyk IMAGE IS NOT AS CLEAR AS THIS NOTICE, s_- )0_5 No:36 IT IS DUE TO THE QUALITY OF THE I Alt Lin ORIGINAL DOCUMENT 9z�l z tz Or, 61 91 Li-91-- il IIIII I III, it 6 1111111f II IIII IIIIIIIII I�,,,IIIII II►I IiI iilllllll Ill llil►i Ill lllii► il►II 11 f1m I �11 T111111111 1111 Aw..Visa..aiiif:faOtgVNYY►. ....._.._..__..._.. N r` I I I I ca L� . 2(b'-O" A�F.F i I .--26'-0" A.F.F U TOP OF I_ED6.FR I �+' TOF' OF LEDGER �o I I I AT LOU) POINT ll I I AT LOW POINT I I r4DON R. KIRKMAN AUBURN, WASNWGTON 01 � I I OFp'� r I I I c'- _26'..17" A.F.F I + 26'-IU" n.F 1= TOP OF H-I. or IL I rOP OF bri. or IEI + � - -- - - - - - - - - - - - --.. — _ — _ _ _ � ___ .,. — _- - _ - - _--- , FLAT BEARING LINE - - - - - -I- -- - - _- - -I - - - -- _... - -- - - - - - - - - - - -- - -- - - -- - - - - - - - - - - - - - - - - I I I I I CdJU C::) Q oU Cn I . 28'-2• A.F.F A.F.F I --' CXR l � I TOP oF= E3M. Cxi� I TOP Or- BM. cr � I L� 0 00 FLAT 'RIDGE'_ __ ` I _� m ,1/' I- -- _.. _ - -....- - - -- - -- - - -- lNIGiH I�OINT OF RODF) - -- 4 -- ._ _.- - - ------- -...,. -- - - - - -�(- - -J �� f�:� 13 I I I I � I Lill Li I Set #1 _ + 1C>'-O" A.FF.FF �w' O" A.F.F= 10H OF LEDGER I �U 10F' OF LEDGER — AI LOW POINT OI I I AT LOW POINT — fkc,U1•'PLR, CONL-I.ICTOR HEAD af" L I I DOW145POff, TYPICAL_ (TOTAL OF 6) I I I • 3t1F'f='i_IEhz SHALL 511E THE 5CUPHFR, I DCXllNSP(--AUT AND OVERF-I.OuI FOR THE Q I LAF_-,EST ROOF= TRIBIJARY AF-,EA o 4 .i _._. _.._ ._ .._ r. ...C.. —... .�. .—. ..... N �"1 ! 5FRVIGE:D - 5,9513 5.F 1 I • SEE ALSU EXrERioR LLE=vA-,IjNB FCS [Lr I I LOCA NON5 AND W/:LL SECTION FOR I PROFILE OF CONDUC1OR HEADS -�__. >% • DETAIL 5CUPPER5. COMAJCTOR 11EAD5 '" F� I I aryl DOUIN51`005 PER 3 M.A.C.N.A w " DESIGN MANUAL_ LL (�.. RUBBER i1EMBRAIN ROOFING ON RIGID THERMAL INSULATION ON I I V r� STRUCTURAL. BHEATNING, TYPICAL_ I i co I l I I I + 26' IC)" A.f�.F ( fi • 161'-IU" A.F.i" d. --47 I I OP OF LSM. or 1� �1 70P OF FSM. cx i[' I I I \ I ILOD - - - - - - - - -- - - -- - - - - - _. —I_ _ _. _._ - - - - - - - .._ _ _... — _ — FLAT BF.�4RING LINE --- -- - —I— _ _ - _ _ -�_ __ __ -._ _ _ _ - -- - - - - - - - _ .- _- - - - _ �- _ _ _ - - - - - - - - - -- - - C0 Cn I I ( I N I � I I ryl �!i I ` vju I►�;I I) INgI nL I. ROc)FIN6- FN-R ROOr-14i I I I I MANUFACTURER13 REQIJIK:.MEN f9, I II I DETAIL 5 ANL) RECO(-ILNDA11ON9 2) 5ELL:CT R16113 IN'3ULATION A5 I I iL I REQUIRED TO COMPLY I11ITH H QUIR1_MENT3 Of ROOFING,l PROVIL)v COVER E50ARD IF/AS RE(2UIRED I � 76'-��" A.F.F � I __ � 76' t�" TOP OF L.E:� EF? I EUCy �I} I 3) VER'F)' I.OGAlION3 AND C-LIR13 I AT LC"ll f='JINf TOP OF LFIR I I I AT LULU Pc.71N1 I MOI�JITi1� Ecal.! Pt1_K ALL ROOFTOP I -- -- --�_ ----. -- ( CONSIRIICT CUR130i A9 REQUIRED WITH FL.Ati-IING AND GRICF:I_r5 AND CAP FG'R F=IJIURE EG1111F'Mf_Nt IN9IALLATIUN ENI RY CANOHY ROOF I I I AT LEVEL BELOW, 5EE UPPER FLOOR PLAN SIILLT 1 3Structural Shell - Roof Plan p 30th 102 30 BUt;T Ij 8UP2002002-0034 DKA PRn.IC 4 of 29 IJn1 NOTICE: IF THE PRINT OR TYPE ON 4NY Ii I I 1 1 11 1 1 1 i 1 1 III 1 1 1 1 1 1 1 I I III III III I I III III III I I I I! I I III III I I I I I I I I I I i III III I I i III I L I I I ' I I I III III III III III I I III III 1 1 1 1 1 1 1 III III 1 1 1 1 1 1 1 III III 1 1111 I _ - � 4� � IMAGE IS NOT AS CLEAR AS THIS NOTICE, _ -- - - I $ 1� I 11 1� I •.� �,vY� IT IS DUC TO THE QUALITY OF THE No 3e ORIGINAL DOCUMENT Z B Z Z T Z I U Z 6 I 8 i GTi i IIIIIlIIII�IIII(IIIIIIIIIIIIIIIIII�IIil��lll! i1'1j-- ff � I ' I I ! IIIIIIIIII .II {111111 I 1 o� i I.IIIIII�IIII ,II I{Ililllll{IIIIIIIII��IIII,III�III�1111111111111�IIILiI ll II {Ill!.1111{I�II�IIII{�llllllll�llll�llul ��JllL111�IIIII�N►II - SEE i4=1Ail_ I6/A1.4 TO THE EIGHT FOR TYPICAL N<�fG9 --- -- CONT. F'F41=-FINI5I4Q_) hLfAI. cj CAI=' I-L.A31-4IN6 WITL4 CONT. CLEAT AT OUT15IDF FCXiE, / F'I.AN t:�lr'(EF181UN b'' DETAIL_ PFR 9.1r1.A.0-N.A . j._ <--------- . ---------- . „ MANUAL � � _O (-- TOP OF PLATE I 1 EXrFNID RGc-)f IN(--j LJI'' + _r 14'-ID" A.F,F-_`- PHRaF�k:l tlnc� C)VER t 1t3' O" AI_t- ---- 15Th'Ur:;TLJRAI. t��L-Ai-15 Af30Vt� �`- CLA°.� 'B' (min.) t'�IJILT-UP Oh I - � TOP OF F'AI�APL T E T1IL= TOP f0 FE:ONr j — ToF' OF C;��NC CE;N1FR.I:D ON COLUMN`., 'jFE MEMBRANE ROOFING on FRAMING EIXiE UNDER I I t '5 1 RUC.7UhlAl.. i-r}I-;� hFAM PLYWOOD ROOF °)14[:ATHIN6 I I FI ASI SING ---- �� AlfC bIZE5 AND PE11All_INC3 — -"-- -- -"'—"" - -- --------- on W")OD I-Juiate, PER � - - 5'fN11-1FTIG b7LICCO OVkI� r 91 RUC T. DWG'e. I .Y 5HA1';_D [:.N.S IN F'ATTEPN �. O SY NT I it '1(C 5'f Uc.:GO vn 5/b" _ i 13'-8 A.F.F (� 5WXJN TO FORM GORNIC E, � I" P. KIRKUIIN � TH. 'X' F113FR( I.A5:5 FACEL> TOP OF rr-I. - {+' SEC: AL-50 EXT. EL EV'o. n Iti r.__.� .- GYP. 814EA1111N(a on I/2" -.. - F STRUCT'l_, 51-Ir:AIHINu =)n 2x4 AT IES'oc wcx)v t=I`Ar11Nc; - ..__ _ _ � 1�� -o A. r _ � AUBURN, WASNWCION 5EAM PER STRUCTURAL T STRUCTURAL, CONTINU0119 -- - -.--.-_ - - _ -_ - _.�� (y iv TOP OF J019T, FSM., -- WIDE-FLANC,F' 0`1FE:L COLUMN _ FRAMIN6 FZJ145 VE:RT!C.:AL F 0 al rn PER 5TMICILIRAL _ LFCXyE F2 AT LOIU POINTY. •�� l O�V`� _ SEF ROOF PLAN v NOTE 1 YF-1ICAL. AI.16'NM1;NT, - - 5YNTF4ETIC 511JCCO on 5/8" ` . e-cfl 'Pf:R and D "5POU t SEE A1.90 STRtIG -. DETAIL-5: � -��-=�=�_��_--�*_ � � � TP. X FIHERGI_Abg FACED BEYOND, WHERE Oc'cuk5, 51-F ROOF PIAN and EXT. I'.1 I/2" --- _______.-_-..._.._._._ ,� �� ,�_- S�TH>=TIC STUCCO on 5/8" TOP Or ARGIL ' G`t'f�. SNEAT(�ING ON --- _- _-- _ - - - `` �`�--_---- __- FACE OF CONC. FOO�f LNG ---� , TP. X FIHE:RGl�SS FACED • II'-2' A_F.F -- — --- FRAMING arx� FUt-.kINCi AS ELEV'6. GYP. 5HF_AT141N6 ON 2x6 AT RECD., 5EE 9TRUCVI_. ---- ----- /� • FACE OF FRAMINGI6"oc CEILING JOISTS P50i'1 1TOOF ARCH + i 1='I AN Ip11`1FN5ION PLAN DIt`IEN910N PLAN DIMENSION (at Inters. cL w/ col f� (2) LAYERS OF 1/1" C.D.x I ` CURVED SOFFIT BEYOND, < -- --_- `- --- or p(Wtcw beyond `� I i PL�'WUOD rO FORN L 30T TO1-I 5EE DETAIL 3/A2.4 TO RIGHT i EDGE OF CURVED SOFFIT ON and EXTERIOR ELEVATIONS t-iI SG. WOOD FURRING A5 Q� REQ'D. TO SUPPORT SOFFIT HHA✓E. 2 --- TYPICAI. ROOF/CE_ILIN6 r,(=Il_INci AT Ab9Et'1HI.Y, 5tE BUILDING cuRVED SOFFIT f3CYONi, �4� � j10'-04 A.F F SECTIONS �- QSEE DETAIL :3/42.4 TO RICGHT and EXTERIOR ELEVATIONS Column at EntryCan o f'daster Sim. 2 _Center_o_f Entry_Cano y Roof C3'��- Side Edge of EntryCanopy Roof Front Edge Sim.f � �Y�.-___ 5GAl.E� 3/d" . I'-O" r._ _ - `3GALEi t_.____ ___.._.. __._._.._______.-. 5C:A1_E 3/4" 1'-0" �� C- 1 —� oo x0 00 ' y _ M c: AT LOCATIONS PROVIDE DECCRATIVE Y-4" INDICATED ON GRIDS BETWEEN GLA55 , -- ( � �L •Q lV s EXTERIOR FIANE9 IN PA•rTERN SHOWN, - - - -�— � --------- �{`– – —�` ^�_ UI–ENI��C� GE:1�Ji�f~'r'1l_ t�lUrF:� I ELF-VATION3, CENTER IN PANELg 1) ALL. OPENiNG L-J)NEN,-� SHOWN ON TH15 ✓HEF•T ARE PROVIDE OBS(:URE I I I GLA55 AT LOWER - -- - � � NQbNAL. CONTRACTOR SHALL COORDIRATE ACTUAL }, ROUGH OPENING DItHEN51ON5 A5 REQUIRED. NEr~.. INTERIOR PA , — Q - Y - .- Set 5EE EXt. ELEV'9. 2) EXTERIOR WINDOW GLAZING U-VALUE SHALLDE N.F.R,C:,' RATED AT 0.54U OR LE39. -- 11'PICAL_ UPPER HI,A`5f: i #1 - F/zN v//'U ` - _ 3) EXTERIOR WINDOW GLAZIWI SHALL NAVE A MAXIMUMI Fl_OOF2/c�kILINCi AJ°.Et`lk)l Y, 91-1ADING COEFFICIENT - 0.5.1 I SEL: BUILDING 5ECTION:3 6� �truct era) 4) ALL EXTERIOR WINDOWS AND DOORS ARE REQ'D. TO F3 F. C14 c� '`' "' CALILKED, GASKETFD OR WEATHER5TRIPPED. I , Shell N O op OFIF MI,46 1-0t� PI-1,45F 2 hE- l.1TF OPENING FOR I'DH t5F 2 RE.-•I I i F 5TORF-FRONT GLAZING 5Y5TEM STOREFRONT GLAZING 5Y3TET1 _ _-- - — -_-� � I. 0' A F f= I ;! IOP OF PHA,5E 2 Fl_DO R - ---- ------___-- - -- - ---- CX)UE3L.E GLAZED DOUBLE GL-AZED _ UNrXRI.AYM[=NT o ► i t ',k i. J 11.E ��! �f:=Fllr 1�_►�a rr lr� i::C�i dc::F�'F f�_ FAF � :(t�( lli.�1! I. ''; :; IT-:R10P d)!N[�Y L1 TYPES L r - --- -- -------------- - —_ ____ -__ ------- `.3C -SCALE= 1/4'=1'-O" >% C � CONNEC I ION;5 BE.i WEL:N d... - -` FL )OR and ROOF 5TC'TLM5 ��• ericl BEARING WAl l_3 F'FFc U � Irl 5 t E1UG TURAL, TYPICAL 6'-4" -O" _ Y-4" 9'-8" CHI_ING AT I I'I JA.iL 2 r� L� W :s. A5°.�ENBL-Y. 5Et=IYPICAL tBUILDING -6-0 rSEt�TIONS � ,� (� � F II I II I I I I I I I I I I I au . _____.____-__�_.___.l__ _ 1_-_.__.1 _-- L _ _w _._. _ T ____ — _ its � �- OK 0 01*-'E:NINca FOR PHAgk 2 DOORS OPE=NING FOR PHASE 2 LXX-4-,15 OPENING FOR PHASE 2 DOUR OPENING FOR PHASE 2 UO(?R OPE=NING FOR PHASE 2 DOOR3:: J f- 5t1 WINlX)W ANO C)OOE: E� FRA11L5 TO IAIT,501- FAC.:L - L_ OF WALL A3 SITOWN, 0f--It,111-165 Irl i c��dCi`.F="1f ,?E :�4��it r�:� U,-'�I_ 1 . I 11r'1'1CAt_ FiCALC� _ --- TYPICAL LOWER FLOOR At6Er IE31.Y, SE:L E3UIL[%1N<i 5 `). •GTIc2N9 -- F'RUVII�k F'I�E=-FAEjr21GATt=D - PROVIDEDECORATIVEI _ - GRIDS DETU EEN GLA55 _ 3'-4" ALUMINUMIHhf.:51-I<)I_D AT �j---1-`� ---� f D / ' � AlAll 1.XTt=KIOf: ��ORS IN � J F'ANE3 IN PATTERN 3HOtUN � -- COMHLIANCL UJI114 A.D.A (WA, _ CEN ER IN F ANf=18 5TA1E U.F3.0 CHAPTER II) -- •-• -•- -- -._ _. -__-- -------- 91_At3 `E� 2 min. 3/00/8 TON or- OLO i ED \ LAXEr FL4514 DOOR -- '�- DOOR co f v I --- - t "/ PANIC t- �14taR .l AF'.0 NUI�R. 11L�11f�. --- n -� �� FOOTINCa ANIS STEM WAL L \ . \ �_ ____T PER 91 Fd1.1C:t 11hAL _._.._---- -- ----•-- --...._.__ ----------•__-- `- -- 13 13 TWEWOLD �\ --- 1}RE�F�OI.D _51IFE r t; PAVI EXTI-KI10R S.F. FN 1. end GLAZ'G. 5Y5. 9.F. FNr. ard GLAZ"i. 5Y5. _ IN51JLATFD EXT, DOOR ry WAL KWA'rtS YR—DOUBLE OLAZED, ___ --- DOUBLE GLAZED, PAINtE_D N.M FRAME A2a C011C bLJILD1116 3LAD ALL. 61-LAa5 TENrERED AL16LA55 TD=MPERED 4 130th Ave. 10730 Exterior Door Threshold = _ �� - - ofP20 3a 1 _ `I` �I• _ �.�:T�=� r. �;� r��l s Typical Ex�er�ar 1N��11 Section 5 29 I uE;'.A PROJECT r: _ 15O I , ,, r .-. ....,w.....,.�.,._. ,n,•, y7m. .._ ;.------- NOTICE- IF NOTICE- IF THE PRINT OR 'rYPEONANY ITilr�ilil(IIII�IIIII I� IIi I I'iit�! W IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1� � `7 6 -�__ _ T _1 IT IS DUE TO THE QUALITY OF THE No 38 ORIGINAL DOCUMENT I; 6Z B1ZI LZ 9Z I Z 67, EZ Z IZ 0Z 8 [ Ilii LlT 91 T 4I 6T EI ZI IIT T 8 8 L T9 s it E Z I Ia+�uw i - II --- - -- r I ��! ��► �� !�� ► �� ►� �►�� ►�� ►�� ►►�� !��I��t� �►��I�� i� �� i�►��I��III l��► i�►11I11�►i��I�� I►��I►��I��►��I�I�►►►l�,��II�I�111111llI1�1111ll11�.u.�.�u.u11.1L1�.u�l�l�ill�iill�ll� cj RA15ED LETTER 516N, LETTER5 APPROX. CONDUCTOR HEAD WITH OVERFLcAli 5C-dPPr--R 14" NIGH, VERIFY TEXT, STYLE, MATERIAL AND PO11N:5POUT TYPICAL, -5F-E AL50 ROOF 16 iiJ CENTEREDDEHINO EACH POWN5POUT 5irNTVIETIC 5TUC-A--0 OVER AND COLOR WITH OWNER PLAN, PROVIDE VERTICAL NARROW REVEAL I.-AYEkED AND/OR 5HAF-FD FPS, BEE Ai-50 TYPICAL E'.'l Ea -j WESTGATE BAPTIST C1 IURCI I JQ' HOR11ONTAI. NARPOW PLASTIC + STUCCO KJEVI---Al- Ai.16NED W1 UPF-ER DN R. KIMAN FLOOR' WINEXDW HE.4,,D5, TYPICAL, 9-3 RCUTE INTO E.P.5 A5 RE(7D. ALUM. -,TOS?EFRONT FRAME WINDOU6BUM, WiNGTON TYPICAL, eli:E PLAN AND 5GHMILF5 FOR 15ILF-5 AND LAYOUT SYNTHETIC STUCCO ON F,P,5 FACE- OF CONC. FORM BLOCK WA115, TYPICAL ---_ - — — _ _I ut i 2* WIDE PLA5TIC: 510000 REVF-AL A1-I6NFD WITH I-OWFR FLOOR WINDOW 5ILL5, IYPICAL, ROUTE INTO E.P.5 A5 Fd_Q'D. AT ENTRY CANOPY FACIA, BEAMS, COLUMNS and PILA'3TER13, DECORATIVE PATTERN A5 514OWN TO BE FORIIED FROM 5YNTHETIC STUCCO OVEF, LAYPFC-ORATIVE: PA11ERN FRCAIERED NARROW F-j-A5ric, 5TUCCO RICO INSULATION &xA/c>r PIBEIRGLA55 FA ED G.W.13 ON FRAMING A5 REQ`D., 5FE DETAILS PEVEAL5, TYPICAL AS 5HOWN, CENTER BETWEEN WINDOUJ5 A5 West (entry) Elevation INDICATED AWVE AT ALL cn C:) CD W—F LOCATIONS AND ROUTE INTO 00 E.FJ,5 A5 RE*Q'D, C0 0, C0 yr- X LO ::3 cN CL_ Set #1 51-011 EQ. EQ EQ. Ea. EQ. EQ. EQ I 'I 4,43E I VERTICAL- NAPROW PLA5TIC- STUCCO REVEAL 11MAERE blvnL" h I AND CENTERED BEHINr-) EACH DOWN51POUT, TYPICAL, ROUTE INTO E-P-5 A5 REQ'r,>. A r WIND(-UO WITH I iAA ro PArv.:.RN, PROVIDE OPAall: 6LA'55 ON INTERIOR (-CMER 0 C . :3 r PANEL.5 ONLY - A5 SHOWN) NOTE: 1H;5 15 NECF-55AFRY FoR A I COMPLIANCE WIT14 LAND USE UVIC CONDIT ION OF APPROVAL 19 OPTIONAL WALL MOUNTED ENTRY LOCATION OF OPTIONAL CANOPY, VERIFY DE51GN WITH EXTERIOR DOOR FOR FUTURE, ARCHITECT (AND STRUCTURAL BEE FLOOR PLAN'S ENGINEER A5 REQ`D-) iF INSTAL LED C5 East Be,,ation 5CALE: Ilb" :: 1'-0" 03 cd C13 EQ. EQ EQ. EQ. OPTIONAL U)AI.L NOUNIED ENTRY CANOPY, VERIFY DE5161`4 (AND f')1RUCTURA!. I:N6INFFF? A5 REUV.) IF IN°TAIJ.FD ��l �... ___. WWA� L North Elevation - South Elev. Similar, 0ppo8jte Hand North Elevation at Ent y, South Sim. r SCALE: 118" 1'-0" AU01 130th Ave. 10730 BUP2002-00234 DKA f-1R0 ,U-'GT 1: 6 of 29 1501 —————————-- NOTICE. IF THE PRINT OR TYPE ON ANY I ( 11111ijilyll Illll�l� lll�l II I 12 oZ-O(-)-5 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 1 4111 111111 Ill 11 IT IS DUE TO THE QUALITY OF THE - No nn36 It"".2 — GZ 9Z Z fiZ £'L Z [ Z -7-7- WMW OZ 8T 8T L-�--94- g 9 ! Ell ORIGINAL DOCUMENT J -I lit till I 26'-10" Af-f 213'-2" A.F-F 26-101" AF.F (_&.A5b 'h' (adn.) htfli T UP OKI I'IFI-11:3RANE RC"IN( on P-19 MIN. Pi61f) INWI-ATION wrij c6vt:R t36APL) TOP OF EJEAM Top of: FE ) RE-Q' 11 lAeD. FOk PCOFIWi) on Ft Y Llk>OD ROOF -Jolbt5 PVR STRILICT. I`D(1Jr_j15 f�41[:ATHIN(i c:)n WOOD I IHI L TE f-!A I EL) A55EMbL.1' INCL 11C.)F5 1-11N. (2) LAIT.R5 Of 0" TP. 'X' C1111[5 10 UNI;fR51DE C)F WOOD I-Jolty TO BE IN5TALLED IN PHA2,F 2 WORK IA. VARIF-5 Q0 _E K 1 5 L YX- )I- PLAN MIN R. WKWAN II_ - _ - - - - - - - - --- - - - - - - - - - - - - - - - -7L - - - - --- - - - - - - -- - - - - - - - - 1:)14A5F -I r NON-RATL TYP. INT, G(A..UMN I - I D EA.15PENDED I-IY, pts UL da6. 05-213 (5ew 6ht. A2A T-rHi(-,/,I. UPIJI:.k FLOOR/Cf-Ji-IN6 AUBURN WAWGION CEILING, TYPICAL 61 ACCA-151 IC TILE i, L 1-4r. ola 4ml I IA-I&CA &0-01 (uo., 6to. Ai .(1 TUBE STEEL COLUMN PER 51 RUCTURAL N WOOD I PFP. 57"JCTIJRAI- PRIAWIN63 0 COMPLETE RATED A55EMBLY PF 2 apK Ll �1� PHA5F INCLUDE5 (2) LAYEFR5 MIN. 1/2" 14r, CORRIDOR PHA3E 2 CONI'Ll.'71F F<ATIJ) A55EMD1 Y INCIAL)E5 MIN (2) __L TP. 'X' 6.1.11.0 - TO BE IN5TAL-LED APPROX.. SURFACE OF F1NM+-1F_1 14T. CIORRIWR LAYER5 OF 1/2" TP. 6.114-3 'to UNDFR511DE OF Fit IA115E 2 'AEARIN" IN PHA5F. 2 LLIORK PfR05CENIUN ARCH HEAD UkX)r-) I-Jolot& - 10 DE IN5TAI-t-ED IN PHA8H 2 WORK L NON-f- I HR. A I COt-11`1 ETE FLOOR/CL6. A55EI-1131. Y' INCL UDE5 3/40 4 A-1 16"C)c WOOD 51U[D FRAMINCs WITH 15/6" IP, 6yPWM FLOOR UNDERLAYMENI" (NOT RFQ'r). FOR 'X' 6.W.5 EACH 51[DF IIIPHA5F 2 TYP, (,ONG, INT. F�,C:ARIN6 Wkil 14r RAIED A55EML-31-Y) 10 BE 043TALLED IN DALCONY SEATING 80 CONC. WITH 51)"Y-IN-PLACE INFAA-ATING CONC. HA5F 2 ii and GUARDRAIL 131 FORMS (2 V2` E.P.5 EA. 51DF OF CONC.) WITH A.F APPLIED DIRECTLY TO SURFACE= OF E.P.5 FORMS 5YNT14ETIC STUCCO EXTERIOR WALL FIN15H IL— COMPLETE RATED A55EMBLY INCLUDES MIN. 1/20 TP. — — — — — — — — — — — — — — — — -- — — — -- - -- — — — — — — -- - - - - -- - — — — — — — — ')<' Ca.W.B FIN15H AT E.P.B FORM 5URFACF-3, EACH 51DE OF WALL TO BE INSTALLED IN PHASE 2 WORK--� PrIA5E 2 BLEACHER BEATING CY) WOOD FWAI-Iffj INT. CD CD I�J24 1-11". pc�r 6-A I (IV-3�)1.5 cn- I it 0�_' ) 00 PHASE 2 S )xii AT 10"0C 0001D 5tUL)3 WITH F:1. SILL FILATF, 8" CONC. UJITI 1 51 AY-IN-PL AGE IN5U[.ZN�i EONE-7- SFE AL._`w_') 5TRUCTURAL DRAWINGS 14T. CORRIDOR FORI-15 (2 1/2" E.P.5 EA 51DE OF GONG) WI 5'(f41I4Ft1G 5TUCCO EXtERIOR WALE_ FIN15H r Ll C01-11-14-:11- RATED- A55EMDLY INCt-UIDE15 APPLIED DIREGILY TO aAJRFACE OF E P.5 FOFJK15 x le, rp 'X' O.W,13 FIN!514 Al FACH 31DF OF PHASE 2 ALL TO BE IN51' LLUL) IN PIIA3E- 2 WORK'. PLATFORM AND COMPI-LIE RATED A55EMBLY INCLUDE:5 MIN. 1/2' TP. 00 W \ '--- �_ BAPT15TERY WERE 'X' 6-W.6 FINI131-1 AT INTERIOR 51L37 OF E.F1.5 FORM 1 I :3 NOT 5HOWN 5URFACE - TO BF IN5TALLED IN PHA 2 WORK _�� in N-� T -iCAL i-C)UA:R CONCREIi-` FOOTINGS PER f5'rR(1CTUfQA[_ DRAWIN65. TYPICAL 4 0 " CONC, SLAB ON 'infl. VAPOR 13ARRIER ON FILL Set #1 A5 RECAIIRED, 5EE 5TRUGTURAL. FOR SLAB P14A5E I RFINFORICEMENT AND OTHER REGUIRETIEN75 'tructural Building Section A Shell 1'-0"'-*—'---'----'---'--------*,- TOP OF WA"I L _L 4 It 4 2(o'-10" ARF f- " TOP OF BEAM 0 �LD�5 E E-7 ROOF PLAN LC M) F i,!001= VARIE?p 11.AN SEE R(X,)F II PLAN II 0 - -- - - - - - - - - - - - - - - - - _- --- - -IL - - - -- - --- - - --- - ---- - ---- - - - - - -- -- - - - - - --- - - - - - - - - - - - - - -41,- - - - - - -- - - - - C0 -- - - - - - - - - - -- -- - - - - - - - -- - - - - - CL L HiIA�,I: 2 co PHASE 2 BALCONY 6UARDRAlt. co C14 CD 011FdJL7-TLJRA1_ DRAIMN66 F(,-�)p 1) 5t I CO 145ThaICTION I,_k'EC)UIRENEr4T5 OF ALJ_ STRUCTURAL A55FI'113LIE5 2) I-41A5t: 2 IL)OKK, 15 51-IC40N FOR - - — — — _ — — — — — _ — — -- - — — — — -- — — — —— — — — - - - - - - -- - - -— IREFFIRENCE ONLY (10 TWAT COMPLETED A56EMOLIE5 11"�' L COMPLY WITH C;CitX- RE(25. FOR T'rr-E 5-4r. C_05T'R.). 1'HA5E 2 UAPK SHALL BE MILI UNDER A 5EPARATE F'14-A','F 1 51-1 OF DRAWINC15 APF)ROVF-D Fly THE BLD-6. DEPT. PHA51z 2 4:11.1 Irl, 0 1) F>('11-RIOR WAI LS- R-13 MIN. (otdg-In-put-a cone, forms u" L R-19 MIN. RIGID IN_')ttA'1I0N 3) WINPOW6: MAX. U-FACTOR - .54, MAX. 51IAJDING G()F-I:f`IGIUNr 4) 01vt-1-01-1- PEKE Tf-:AilC.A,115, 51-I[1_V I. NO I E: ALL NL(U I"tNEIRATION5 ARtt helz-(jo. I'L) 5FF 'J)FCI10N 'A' ABOVE FOR TYPICAL NC)*tF:bDE t,FALED. ALL NEW WINDOW5 AN-) 5EF SECTION 'A' ABOVE FOR TYPICAL NOTES D0(.)R5 ARE REQ'D. TO BE CAULKED, 6A5KETED OR 'A1HLK'51RIPPL1:) Partial Building Section at Entry Lobby Partial Building Section A4u I 5CALF; 1/4" V-O" 130th Ave. 10730 BUP2002-00234 DKA PROJECT it . . ......... 7 of 29 1501 7 11111 lilt NOTICE: IF THE PRINT OR TYPE ON ANY 11111111111ji 11111111111 11111111111111111__p IMAGE IS NOT AS CLEAR AS THIS NOTICE, F7 1 4 _ __ _ IT IS DUE TO THE QUALITY OF THE �z 1 i N.36 m L�[II�II911 � 4 [III ►II� ll1l1 lllI ll�lllllll�lllllllllIlllll llllllll1w11 ,1i.t llllllll 9 oil I I I I 1 I 1�' -— 11 ORIGINAL DOCUMENT -AII I 111, 11,11-1 111 111 111 1 n c ry � L G Q t� DON R. KIRUM o U.L. DESIGN N0. X-528 RATINGS •- 1, 2, AND 3 HR. oESlcw NO. TIM/RCA bo-oi AUBURN, WAsi•JhO10N� ASSEMBLY RATING - 60 MINUTE ROOF/CICILING ASSEMBLY 1• STED (xtuuu - WN. SIMS OF W-SHAM AM TUB" ST- .uWMWS Mt" APPEAR N THE � o� AM STM. CONSTRUCTION MANUAL AS SHOWN N ITEM 2 D 2 WA(!lu1�i U,,,_CYP4111• - FOR i iW RATK ANY 5/8 k OR 1/2 IN. TIJCK GYPSUM WAl1BOARD CLASSIFIED FOR USE IN FIRE: RESISTANT ASSEIDLES FOR 2 HR. AND 3 HR. RATINGS. ANY 5/8 N. .....�.. OR 1/2 IN. T)VLX GYPSUM IUIDOARD CLASSFIED FOR USE IN OTHER 2 HR. 3 ilk OR 4 HR. r �� COLUMN DESIGNS. IAN TOTAL. TIVOCNESS OF I.AYERS N NC7tES FOR THE VARIOUS RATINGS AND MN. Cal" SIZES ARE AS FOLLOWS W-%IAPED_�r1aw MYi. !lYhl BAIttY:`._ltlQllfiSJ C�IiEBIIf�A�S FWVARIOUS RATINGS ( � no 1 2 3 IIt 2 ILL 3 14L IQTAL iiiK2CHESS (lN.) �`� 9403 1 1-1/2 2-1/4 B C 0 (1) Root C•o~ing -Suitable materials Intefldad for butt-up W605.5 1 1-1/2 2-1/4 8 C 0 roof Covering wt" pMVldes Class A, B. C Covering on WIOx49 1/2 1-1/8 1-7/8 A 8 C CombuStlble wooxl decks for fire resistant assemblies equivalent f� 1 IIJEgiAf'FII Ca a N• to this roof/ceiling assembly. TS 4 BY 4 1 1-5/5 2-1/2 B C 0 (2) roof Xroulatiow -Shesthithg material and adhesive BY x188 products found suttabir for use In hourly rated Mrs raslatant TS a BY a 5/a I-5/a 2-1/2 A C 0 assn biles equivalent to this roof/calling assembly. i APPLIED N LAYERS AS NOTEO IN THE ADM 11111STRATION5 BOARDS ARE M BE APFI" (2) Sheathing- 1/2' square edge wood panel sheat#hNng, ri VERTICALLY WTHOUT HORIZONTAL JOINTS dips midway between crapes or as per code requirements. SEE WAITHOARD SY11L.1ClS!{1SJ CATEGORY FOR NAIL OF MANUFACTIJU& (4) Structural Membere-T31r Series 3olsts,Product Fire 2A. WALIJEA D - AS AN ALTERNATE To ITEM 2 -3/4 IN MCK cIMU WALLBOARD . FOR 2 NR Classes A-f/, sea Section 4 of General information. � CN RATING, 1-1/2 N. TOTAL DiKK NESS. INSTALLED IN ACCOkDAN(2_ IMTH CORNER DETAIL B. FOR 3 HR (S)Wood furring -2 x 4 lumber required when joist spacing O RATING, 2-1/4 IL TOTAL 114C"SS NSTALLED N ACCORDANCE ATH CORNER DETAIL G BOARDS exceeds 24'O.C. ARE TO BE AM" MUTWWIY WTHOUT H007DNTAL JOINT'S (S) Gypsum Board-Two layers, 1/2'type X with msillort o qa= 00 L71 CAbAaM PJM GWANY - t1LTRA.COOE OR TYPE IP-X1 funin(, channel between layers. M C� 0) 1`11- YE&nIZ-SIATES CYPSLIM Jam, - ULTRACOOf OR TYPE IP-X1 (7) /'garde"Channels- RadWent channel. C�� pMAMERICANO S6 DL-U - ULTRACOOE OR TYPE P-X1 Aitarnatet Tnassas may be spaced at 32'o.c. without wood j Q I I STEEL STAB - 1-5/e N. WDE MATH 1-5/15 AND 1-7/15 IN. LEGS NAMING A 1/4 N. FOI DED furring If resilient channels arm spaced 16'O.C. maiximuam. FLANGE. FABRICATED FROM NQ 25 MSG GALV. STEEL LENGTH M BE 1/2 IN GREATER THAN X �• 1`r7 ASSEMBLY HEIGHT. 00 4. =XaD AU - NO. 2A MSC GALY. STE1:1.. 1-1/2 IN. IFGS TO BE ATTACHED TO THENOTE [] C WALLBOARD WTH NO. a BY 1 IN. MWS SPACED 12 IN O.C. MAX � I-• r--.% " wAI1D!•OSINCE SPAM- NO. 18 STM MIR SINSPACED 24 I. O.C. USED WTH SECOND LAYER OF reference: I.G.0.0 E5 REPORT t PFC-4354 (aectlon 2.3, aeaemP4-)biy 'B') � � a• SSBEMG - FOR ATTR TANG FRST LAIR OF WALLBOARD TO STEiL STUDS. AND TiM LAYER OF 14r", 10,'."aF/GE'.IL1N6 A�5EMBLI ��l N W41BOARD TO 2 IL BY 2 1N. STEEL ANGLE (25 BA.) To BE No. a BY 1 IN. (OR 1-1/4 N. FOR 3/4 N. THiCX WALLBOARD) PISI1PS HEAD SElf-ORiUAG, SU-TAPPW DOUM LEAD SCIM SPACED 24 iN. O.C. FOR ATTACKING SECOND 2 N. STU! ANGLE X25 Gk) To BE NO. 6 BY 1-3/4 N. (OR 2-1/4 N FOR 3/4 K MCI( WAl1BOARD) STEEL SCREWS OF THE SAME M SPACED 12 O.C. FOR ATTACKING TI'm LA" OF WALiBOARO To STEEL STUDS To PE No. a BY 2-1/4 IN. St'3tm OF Tic SAME TYPE SPACED 12 W. O.C. BEA0Set #1 7. E] �T5ID1 - (NOT WW) - JOINT OOMPOl14D APPLIED MCORNER 5 TOA niip(NESS CC 1/15 iL • BEATHE UL CASSIM-kTION MARI(1NC. DESIGN NO. T3M/FCA 60-01 PHASE I RING ASSEMBLY RATING - 450 MINUTE Structural FLOOR/CEILING ASSEMBLY STC 50 with Resilient Channels ®�I SIC 58 with Minix u rn 1-i/2-of Topping a Mahrnnelll"QsS I'U4 3 2 i4i 0 0 0 0 � "" A. B. o o (1)Topping (optlowal) -Lightweight Concrete or proprietary v --- `u --- J �� (2) SubPborlwg-5/6' plywood or oriented strandbaord(OSB). >% cy.) (3) Struct iral iteeabmrs-T)Er Series 3oists, Product Fire CM (4) Gypsum Board -6 _ Gasses A-H, (see Section 4 of General InlorTnation). Option 1:Two layers 1/2'USWCGC'Shestrodc Rnc Code CO or Westroe'Flrebwrd C gypsum Drri. (UL Q` 4 5 3 2 Option 2;Tow layers 5/8'Type X. 4 5 3 2 (S) Purring Chan"(optiowal) -Realent dunnels or hot d09 channel fastened to joint. 3oitt spadng may be increased to 32" o.c. if hat channels are used and spaced 16*o.c. maximum. V C D (Plywood tj0darim shall be wwaded In accordance with Trus 0 CORNER DETAILS OF WALLBOARD lolst SpecAcatfons). To Mrinuin an STC of 50,reP011erlt channels „4... .,0 SUPPORT SYSTE]LS WTVMT STEEL COMERS may In omitted If I-1/2'of dogging Is used. coV rIOTE; rar erence; I.G.13.0 E-5 REPORT I PFC-4354 63actlon 2.3, aseemw4 'B') n. I-J'y-, °STEEL GC7LUMN5 I-J-r. rLC�01�/CEiiil•JCz A`�Sl"��•JJ3L`� M � '® -#-•+ C1 .� 4. C" C•iA FILE NO. VIP 3605 GENERIC I 1 HOUR 3A to 34 STC 4" � _ iia[RlSIS4AkCt lVatCT0lrr(aLtN) '� SFIRE SOUND _ �� f QY?8t/L WALLBOARD,WOOD T1J08 THROI)Git-PENETMTIOM FlRI:STOP SYSTEMS ` One layw °/°* type X P w Ix abed gYPwrm wasboard, water-raalstvM gypsum , -'. I Syttera Ma W-L-1001 Decking board,or gypwm veneer Deas applied pi rb"or at right angiae to each side of 2 x 4 wood studs 16'a.c- MM 6d Coaled n&W.lr/e'Dreg,0.(916•shat&,y4,heads.T (ForrAerly Systas No 141) --._--- o-r-Joints d square edge.bevel edge or predeoorsled waZoard may be loft expould. F Ratinst-1, L ! an1 4 tk($ee Item 2 MW )) 1 nP+err Iee/eN-Ifoi 12 M.+Ilea a whir)k1hsMAe iC(a hew4sr) 1 Ratings-Nf. 1. 2, !, and 4 W (See Item l) awL p( Goa 12 IA etas(a saoaaerl savin M°4gtK(a he°vtu+)cat Jolntaa staggered 18'on appoaka akiaa ) L Rating At Ambknt--less than 1 Q14/sq ft b.MR PIie.am 12 in.eta.(a:maiter)Clara So(or NWAW)Awdis Nae p.eraw Aon I la.Mea a steel a m*A ens 4 In. L Rating At 400 F-lass ttu>a 1 Ut4JN R M.m Fa AW .i.ctrlul :ataslc lnl, nom a to. dtaa (a NOtE� F'EAIETRATIOrN9 01= I i10Ft RATED WALL Atf9Ehit3l_IF.'.! 9FFA11 4r/a'pot Tpe I. a (a iravfa) eaop(ur tu�t�+q w now 1 G. dlas a BE E'ER LLL 5Y57EH IUM--1001 5NNOWN Oto IH15 5►4ET �><Weigtht 7 A ""�'I►�`iw rteel a"M'k Wwe�s�er/the le aa►4,ser 1 ttatlAO Flue Tact ell R131", 6,6-17-SZ AflraweP ey4+m pea.I)Ice 3 SW1 PIPq a a s/rits tarpr ttw Lit.R2T17-30. 1-20-ft am4UL9100 may"y be seal In wW combucta/ eelaq steel cYawal Vires,. A max or ww prpr er coodult is pera ltiW in am l)L R3609 82,3 1646. s � '-F''�' >] lJl 11306; wu•►![+-t+�.Nye M coMa b be IartaLW Gear cw',rr d rlua Deelgn awe} a MW to be o*&y Npporlof at hide► old" of mg ULC Design W301 W*Ab* Bound Teat; OR 644,24-64 L Rk W=-:=a &I or C-ty Matalal•-Caui!<-Cwlk fir astarW k tsuw to GA FILE NO. WP 3514 GENERIC 1 HOUR 35 to 38 STC '°B"�� m_rk+. ftbow of and w t we a arWtt at Ib FIRE SOUND 3 %',�"Mthe�J"a�d the wad IA.bldg GYPatw WALLBOARD,WOOD rn1D8 now* �Ten tido 4 F 0 yin a WAsm G.A layer•/e•type X gypeum wallboard or gypeum veneer base applied parslol at at rtghf r-+•� -•.- LA - W I IA1,1.a:Nowa to Ow%1A IAq talie.The MwV T q of the Angles b"oh Ode of 2 x 4 wood etude t 6•o•o•*kh 11/41 Type W drywal swmp i 2' �M►tea Is No. '"-I rgea the typ a On of uue Pep a coo" o.a SECTIQN 'A-A w Ile►r.rty PMo rada0 of the ser aaMsulk iA woA k's DrtaYM,a to Jotnta staggered f it on cppoeke sides.4DAD.BEARJNO) P" Daher a=ttar 1 i L 1 Aaawatr--TM 1, t, 1 or 4 M Oro-atad gypsw w4boad/aUr1 aW1aa .aa naemply sl►aU br oorubuctad d tin satmuis MW L° the sena thea le ,°r e a �� wcriwl IA bre k,dlvWiwi 11300 a L40 Sayles Wad or hrddoa DaIgn I e to 1/11 fat PEMETRATION5 OF N4401.I2 RATIV WALL A55Emj31_IE_9 5WAL-L Tlhioiammm. 4W is the Ut Hn ttasistaeca mw" &W a" fadoia the 1 U4tu1/2 )a 4 !a4 BE PER LLL 5Y5TE:H 1U)-L•-1001 4"OUJN ON TH15 &iEET Apprux.WoVt 7 pd r A k�_Wwatruction�M ry Sulu of oklnr woe ttrer f(oie°tt M fin 1 (6) � s to t /1 lot 0 Fka Tot: SWRI 01-461 -610,8-10-02 dated uaembika) a SW chaAnaN steed. Wood °bast to oombt of r (12) �11 to)A 1 o! 0 Sound Teat See WP 3620 No i by 4 h•tura►ar apacN 14 1n.OC wkh ride It by 4 Mr.lusher ally Nil•b� 1 rid b OIL (CiaJ/N(124NlFT,7.2 ead�. dw cma&.mob�W stud n 24 4+•Oc 4 1-1/1 h:rhea by , Gre=ed nk ca.-4p Is w. L WAAeas. 6ypaim•-Mom 1/t er SA ,a. Odck. 4�fet. *Ne ddr '1 NOTE: esu At ofuiay�n hash ttM air alosl albr�tfon'z be 9NEET 1 U5E EITHER OF THE ASSEMBLIES ABOVE FOR INTERIOR WALLS AND PAR11 WN5 ;p I"d��:of u'00 Soria D�ilA be w ul i+a rectaay. yenbp b i1•1 f/ k i-hr. [UL)OD FPAMED INTER;OR UTAI_l_.5 and PARTI T IOIJ3 i >k_;if 1f<)ATiONf'/ OF I hr, (<'_Alf-- (UN�.l. �1`��L_I`i[�l_If 5 b�jrinq CHH non load be-wir-h-q) UP2U02-002 A4o 2 Type V-1 hr. Construction Assembly Details Bth Ave. 10730 ---- - -_� 34 E3 80f 29 NOT TO 5G LE DKA PROJECT Il ir✓OI owl-.. rliliiilli � � � i1111i1iiiillilililll ! 1lIIIIii1tIIII1I1I1I1IIiIiiI1IIIII1IiIIIi1IIi � � i1 � I � Iliiii � Iilil111 _ NOTICE: IF THE PRINT OR TYPE ON ANY III III I I S I I S I I I I I III III { ' I I I I I i I I I I IIIII I III I I g III I I � I i I f J, l I I � III I I � I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I 1 I I I I tj I sI I �f I I 1� I 11 1 •�.�t,Ill i, �CJU.S IT IS DUE TO THE QUALITY OF THE No 36 E, i ORIGINAL. DOCUMENT E 8Z E3Z LTZ e� 9Z FZ EZ Z [Z UZ 8I 8i LT SII Q[ 6T S[ Zi [Y T 8 8 L 9 9 if E' i L I�q,Prr J ! 11 iI 1 {III VIII{11111111 1111 II{{IIIII�iIIIIIIIIIIIIIIIIIIIII{IIIIIIIIL 111111(IIIIII II III IIII II II f �I� III III I IIIIII VIII �IIIIIIIIIIIIIII I�IIII I.IIII i � ► , II�IIIIIIIIIIiIIIIII�IIIIIIIIIIIIIIIIIIIII�III III � � 1 �I Illlllll�lllll.11l(L111L1111�1111�1U1111 I 1 � llll� III �.111111�11111111.�1�1 u � I'. , l^^V ,1 h� i I doc-- 000 C) I-1U.iIG OVE I rtic�owa�� I �7• I N9 � r ( I I 4th Grade 5th Grade I 6th Grade �► �� s •I-A x OOM a I Ct_A55ROorl a; CLA55RO011 ,cl IoII: 0 R. Mum! I SO'-6• x29'-8• 5a-6• x 29'-8• I 23'-4' x 22 4 '�7 C — _ KITCHEN I -- FELLOWS141P 14ALL ---------� � AUBURN, WASHWGION p 0� I ! SID TUF=I - 22'-4" - - UP. KG 1 f3APT15TRY LIFT i I ( PREPARATION r - IUF'.K. - 4th CiRADF.. STAGE - —�or 2 ar�d 3 YR. ni-P'5 5TORAG °" (>laf<?ING C.I-IlIF1Cl-I 3EF�vICE9 •�•x 16'-6• 3(d C Licle N t; tABLE GLAS3RQOM C7� CHAIR I � 27-4 x 27-1 �yd o 5TORAGE -. ,-L__ _ I ��..�� OO ' PLATFORM GYrrNATORIUMoo + ' i i ( .36• !3TORAGE 1'`') p 00 UP. RE7RACTAFU F PtATFORt-I EXTENSION CL j_j�j�j PF] L J 71 Set #1 Structural _ Q - , �HOLLVK) ( JAN -'--- Shell ----_- r -�- -ji GYMNATORIUM f 98'-1' 98'-10' •"' ---- K. - Or 4 4nd 5 YR. 01.Ly 5 22'-4 x35'- a DURING CIIURCII 5[-*Rvic[- 5 O' 27-4• x 21'-81 ' "`` 1 0114 Ili, p•..,. I �. L- . O ET 15A-0 CEL4 L COURT _� =may- - - - - - •i..+ .�a,`■ ( 1 x 45' WIDET3 0 I 1 y 1 1 1 _ r--- - --------- � 1 l------------� --- __- -----I r ------..-_ -F- -4-- C r- -i �- - — — — — — DLF_a[-,SER 8E-4TING DLEAC"ER 5EATING I ONE WAY l p�� I � � ..._.__ — - -- � _ _ - - - -- - - - - - r``+•`-'- �'-- - - - - i .�..,_� WINnOIU it +P � �, 1 coCo g'v 1r ui cnR1Z►DOR I I 4`— 8 17 1u CORRIDOR FACUI..TY ! 40 WA1.KI-h::', I LCxINraE 200-4' x 14'-8' (, L 27•'4• x 15'-a 1� __ �_ _ -I ,,� -- --. - -- - - - -- -ea_ — .v3 - - - _ -- - - - - FLEv. ELEV. U5HER5 ' I ` � I _ ••1--r---_- EQUIP. (-IEC H. LOBBY' I rRINCIPAt_ f 46'-2' x 33'-O" -j f 15r<7 x 151-61 r1 1 �.•i '.acUl.t.fl"� NURgERY I I OFf�IGE^ ' k3001<5 rORt i 26'-9' x 14'-IO' 26'9' x 14'-10' I 17.10' x I I 17$' x 10'6' UP 14'-10' ( 1 I ❑ ' I ✓ .. i- _ C.R 1 I I - _ --17-17 I I CONt+WENCE I u I ( __ 17-2' x10'6• __ - - - -- --- r _ - -- -- I i I I D 15PLAY ( RACK55 F-TAH r Oil: T1,415 PIAN 15 FOR F-AIRP05E CIF f I REF'ERF14C:E ONLY. IT N, 40115 JNCEr h CAS I I ANIICIPAtEU lt1(?kK TO HE PI=.hFOM'ttrD UNPER A RMI RC PIIASk 2 PERMIT. - T.------- -__.. Reference - Lower Floor Flan - _ V-0" 5CALF: 1/f - - - - - - - - - - - - - - - - - - - ---- - . _..._ __ - ABi J 1301h Ave. 10730 BUP2002-00234 -DKA F'hY).)L-CT 1: 9 of 29 Imo) , I _ .. -.... ,.,.._,...,-.,.-- .,-.. ,._:•-.___-.::.. ..—..."r--'- __:..,.-.,._.-ice.-. '�: .. NOTICE: IF THE PRINT OR TYPE ON ANY r'r � I1l � I ! II ! ! � ! IIS i � l � l�ji � i � � !�I I� I�II! ISI I �I �I �r rr�rll �r I �r til r I ISI t+t Int til til I 'I ISI I t ISI ISI I+ I ISI I � ! ISI ill I I Iii Ifl I�l+ i � l ISI licl' I � illl' i I I ; ! i I Ijlh IMAGE IS NOT AS CLEAR AS THIS NOTICE, (._ —I �� I--I-'`'l I_ I 13 I I I I IT IS DUE TO THE QUALITY OF THE No 36 ENT E O Z 8 T B T L I 9 I 4 T 6 T S T Z T T T [ 6 ORIGINAL DOCUM �11III�IIII �III�IlI! I{il�ll►Illl��l��l��il �I ►1! ► !! III llil I� �1I ,� Ir1r�r fV N C OFFICE l Or I IMATH HIGH SCHOOL DUAND DON R. KIRKMAN CLA55ROGM CLA55ROOM 27-4' x 27-40 I _ 27-7 x 27-40 2T-T x 27-4•UL -• •-� - scIENCE _ AUBURN, WASilNCTON 23'O"x� ? 2'-I• COMPUTER I 40P 25'-O• x V-40 ' — — 14 O O� - - - - F)N PN L — �IZINtERS e' ul CORRIDOR ! � j I-- - -J ' �6 LOC KERS 26 LOCKL-R5I1 -- Al ABOVE BA,PT151RY I LIDRARY ` —_ - _----� I (j 21'-4• x 27-0• OFFICE OFFICE 5'rORAGE --- -- - ------- STORAGE OFFICE OFFICE i 8'-6• x Ia-IO' 8'-6" x lo'-IO• e'-�• x 1a-IO• e'-b• x Ia-►�• a - BtFi C,hAL-)E N JICLA,,5R001'1 CD i i- / SOUND 'JFFIGEI I I ''to'� co Co OFFICE/ SOUND PN � � I MU51C E(X' IP. EMIR MUSIC E CE 1-T-5 x la-la 17-5 x 10-11a '�� X 3 � i 00 _ I---- — - - - - - n f� ONE ii;.1Y WINDOW OPE WAY WINDOIU Q5 ® I_�- �� _ to DF� OF-=N TO GYMNATORIUM I C°� MEN P ( ANL. PLATFORM BELOW � L� � Set #1 W,3MEN JAN aTO. I f1r�1ct6dr1 ._. _ l .._ M I AINT. i OFF=1c�F OFFICE Shell II'-6" x 10'O' 1 i o ©© I ©© {� lth CGRAE)h '�•. >% 03 NOME EGU'd- I y Cl AS5ROOM I .� � 21'-4' x35'-Y m 27-4' x23'-9' (1) ( c c ! I !! .. Iva� 0 a .• may ch I 1 C:L �•� L cu c CLI m I AUDIO ► 3 rAFF PREP. (1) - ! _ "1111-10 . ---------- I ' Ti- 8' U1 CCVRIDOR FLEV. 1 SENIOR HIEN YOUTH ROOM - JUNIOR HIGN YOUTH RDOr1 i I i I I 10 .J _ RE.FFPf r4 F fel. A I rIC)j F, _ T14I5 FLAN 15 FOR Ptt PrPr�E OF � ` ' 511EF.T 11 REFfn W.NCE ONLY. IT °44005 I ANTICIPATED WORK TO [fit: PL1,4FORMED A 1:) t'NDt=R A FUTURE PI-IA9E 2 1 EKIMITr __ 0 AS2Reference - Upper Floor Plan ° � 1i1316 = 11.011 130th Ave. 10730 DKA PROJECT It BUP2CO2-00234 100f 29 1501 M 11111111111111m,92111111M f � I .. gra. ....n NOTICE: IF THE PRINT OR TYPE ON ANY t_I I III 1 1 1 1 1 1 1 I III I I I III I l l l i l i 111111 III rl �? r l i Ili 1 1 11 l l i l l l I I I I I I l l l 'I(I III I I I I I I I I I I I'I I I I I1 ill 1 I I I l t r 1 T�1111 111 111 III f l I I T I I I I III I'I VIII l µ t _ I I l 1 I �11� f IMAGE IS N01 AS CLEAR AS THIS NOTICc No,36 IT IS DUE TO THE DUALITY OF THE _ B ORIGINAL DOCUMENT a>j sZ ZIll L1Z-- 917, �Z fiZ RZ -�Z tZ UZ st E�[ G [ et [ 16 � �t Zt tt � t 6 8 LL � I� II 1 f ( i ► i I Il ►�I ► ►III 1111 ► IIIII�►►�lllllllll ll �lll�llllllli�Lll!Illlllllllilll ►VIII►��►fll�► ' � � � I� ��IIII�I� 11�►�11�� 111��II��I11,��1►►�I�I�►�I 119 9 ��►I�� 111��111�I1 � 1� �I11►�� I I I 11 1 I ►��1�11 ►i��I1�►1��111� I� II �i 1�� 1►I��i��,�(III►�� 11Ii�►I��I�i ► I��I►►►I�� a 3 F STRUCTURAL NOTES r 1 L=ENEFtA UNFORCED CONCRETE: CONTINUED STRUCTURAL STEEL:= CONTINUED 1` THIS BUILDING IS CLASSIFIED AS A TYPE V, 1 HOUR RATED BUILDING. ALL STRUCTURAL 17 NON-STRUCTURAL FRAMING REQUIREMENTS ARE N07 SPECIFIED ON STRUCTURAL n STEE._ COLUMNS, BEAM 1'0 BEAM, BEAM TO WALL OR BEAM TO COLUMN CONNECTIONS DRAWINGS, SEE ARCHITECTURAL DRAWINGS FOR ANY REQUIRED ADDITIONAL FRAMING. 14. DETERMINE SIZE AND LOCATION OF ANCHOR BOLTS, PADS, SLEEVES, ETC., FOR 17. SHOP PAINT ALL STEEL EXCEPT STEEL TO BE ENCASED IN CONCRETE, SURFACES TO BE Uj SHALL BE WRAPPED WITH GYPSUM BOARD TO CREATE 1 HOUR PROTECTION. ALL LIGHT MECHANICAL EQUIPMENT MANUFACTURER CERTIFIED DRAWINGS. WELDED, CONTACT SURFACES TO BE HIGH-STRENGTH BOLTED, AND STEELWORK WHICH `fl FRAMED STUDS, JOISTS, ETC. SHALL BE PROTECTED AS SHOWN ON THE ARCHITECTI)RAL 18, VIBRATIONAL EFFECT( OF MECHANICAL EQUIPMENT HAVE NOT SEEN CONSIDERED BY THE WILL BE CONCEALED BY INTERIOR BUILDING FINISH, AFTER THE ERECTION IS COMPLETE, DRAWINGS (EXCEPT WHERE LOCATED GREATER THAN 25 FT ABOVE THE FLOOR), STRUCTURAL ENGINEER IN THE DESIGN OF 1HE STRUCTURE. MECHANICAL EQUIPMENT 15. b'�HERE APPROVED BY ENGINEER, PIPES MAI' PASS THROUGH STRUCTURAL CONCRETE IN TOUCH-UP ALL SHOP PRIMING COAT Dl.MAGCD DURING TRANSPORTATION OR ERECTION 1NCLL ICING STORAGE AREAS AND OTHER NON-PUBLIC ACCESS SPACES. THE GLUED SHALL THEREFORE BE ISOLATED TO ELIMINATE VIBRATIONAL EFFECTS. SLEEVES, BUT SHALL NOT BE EMBEDDED THEREIN. AND PRIME ALL FIELD WELDS. ALL PRIMER PAINT SHALL CONFORM WITH FEDERAL Q tU SPECIFI-A rION TT-P--615D (2), TYPE 1. LAMINATED BEAMS OF 6 3/4" OR GREATER WIDTH NEED NOT BE WRAPPED IN GYP''UM FOUNDATION: 16. PROVIDE NO OPENINGS IN FRAMED SLABS, WALLS, AND BEA'1S UNLESS SHOWN AND BOAPD DETAILED ON STRUCTURAL DRAWINGS OR APPROVED IN WR,TING BY THE STRUCTURAL STRUCTURAL GLUED LAMINATED TIMBER: 4 THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENTTHE FINISHED STRUCTURE. 1. SOIL DESIGN PRESSURE: 2000 PSF ENGINEER. UNLESS SPECIFICALLY NOTED, THEY DO NOT I 'OLEATE THE METHOD OF CONSTRUCTION. 2. FOUNDATION WORK SHALL CONFORM TO THE REQUIREMENTS OF THE GEOTECHNICAL 1, GRADING AND FABRICATION OF GLUED LAMINATED TIMBER SHALL BE IN ACCCPDANCE WITH THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND EQUIPMENT NECESSARY REPORT PREPARED BY GEOPACIFIC ENGINEERING, INC. , PROJECT NO. 02-7803, DATED 17. FINE GROUT SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT, TO WHICH MAY BE ANSI / AITC 190.1. PROTECT THE STRUCTURE, WORKMEN AND OTHER PERSONS AND PROPERTY DURING MAY MAY 24, 2002. ADDED NOT MORE THAN 1/10 PART OF HYDRATED LIME OR LIME PUTTY, AND 2-1/4 TO 3 JZ . THE GEOTECHNICAL. ENGINEER SHALL VERIFY THAT CONSTRUCTION AT THE SITE IS IN PARTS OF SAND MINIMUM COMPRESSIVE STRENGTH SHALL" BE 2500 PSI AT 28 DAYS. 2. ALL CLUED LAMINATED TIMBER SHALL BE FABRICATED USING WET USE ADHESIVES ; � 2,) CONSTRUCTION. THE CONTRACTOR SHALL AT HIS EXPENSE ENGAGE PROPERLY QUALIFIED ACCORDANCE WITH THE RECOMMENDATIONS AND CONCLUSIONS OF HIS REPORT SUBMIT GROUT MIX DESIGN TO THE STRUCTURAL ENGINEER FOR REVIEW. MEETING ASTM D 2559-66T SPECIFICATIONS. PER`:,ONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES ' SHALL BE USED AND INSPECT THE SAME IN THE FIELD. OBSERVATION VISITS TO THE SITE 4. FOOTINGS SHALL EXTEND AT LEAST 18" BELOW LOWEST ADJACENT FINAL GRADE, 12" BY THE ENGINEER, IF SO RETAINED, SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS BELOW ROUGH PAD GRADE, TO FIRM UNDISTURBED BEARING SOIL OF DESIGN CAPACITY 18. COARSE GROUT SHALL CONSIST OF ONE PART OF PORTLAND CEMENT, TO WHICH MAY BE STRESS VALUES THE CONTRACTOR IS RESPONSIBLE FOR THE OBStRVANCE OF ALL FEDERAL, STATE AND OR TO AN ENGINEERED FILL. FULL`! MONITORED BY 1HE GEOTECHNICAL ENGINEER, ADDED NOT MORE THAN 1/10 PART OF HYDRATED LIME OR LIME PUTTY, AND 2 TO 3 PARTS EXTREME FIBERS IN BENDING Fb = 2,400 PSI d LOCAL SAFETY REGULATIONS DURING CONSTRUCTION, INCLUDING THE INSTALLATION OF 5. FINISHED EXCAVATIONS FOR FOUNDATION SHALL BE NEAT AND TRUE TO LINE, WITH OF SAND, .AND NOT MORE THAN 2 PARTS OF PEA GRAVEL BASED ON DRY LOOSE VOLUMES. HORIZONTAL SHEAR Fv = 190 PSI `._� LOOSE MATERIAL AND STANDING WATER REMOVED FROM EXCAVATIONS. GROUT SHALL BE OF FLUID CONSISTENCY. APPROVED ADMIXTURES MAY BE ADDED TO THE COMPRESSION PERPENDICULAR TO GRAIN Fc = 650 PSI -77 - UNDERGROUNDI o3 SERVICES. 6. BEFORE ANY CONCRETE IS PLACED, EXCAVATIONS SHALL BE CHECKED AND APPROVED GROUT MIX. GROUT SHALL ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 2500 MODULUS OF ELASTICITY E = 1,800,000 PSI +:�'"�t,11�, 3 THESE PLANS AND SPECIFICATIONS AND THE ENGINEERING AND DESIGN WORK THEI' BY THE LOCAL BUILDING OFFICIAL TO INSURE COMPLIANCE WITH THE REQUIREMENTS. PSI AT 28 DAYS. SUBMIT GROUT MIX DESIGN TO THE STRUCTURAL ENGINEER FOR REVIEW. PERTAIN TO ARE INTENDED SOLELY FOR THE PROJECT SPECIFIED HEREIN. BRADFORD 7. ALL FILL MATERIAL IS TO BE APPROVED BY A GEOTECHNICAL ENGINEER AND IS TO BE a MANUFACTURER OF GLUED LAMINATED TIMBER SHALL STAMP MEMBERS WITH AN AITC CONRAD CROW ENGINEERING CO. DISCLAIMS ALL LIABILITY IF THESE PLANS AND COMPACTED TO THAT ENGINEER'S SPECIFICATIONS. SPECIAL INSPECTION IS REQUIRED 19. DRYPACK SHALL CONSIST OF ONE PART PORTLAND CEMENT, 4 PARTS SAND BASED ON DRY STAMP AND A CERTIFICATE OF CONFORMANCE SHALL BE SUBMITTED TO THE BUILDING t SPECIFICATIONS OR THE DESIGN, ADVICE, AND INSTRUCTIONS PERTAINING DURING FILL AND COMPACTION. LOOSE VOLUMES AND NOT LESS THAN 1 4 PAR i NOR MORE THAN 1 2 PART LIME PUTTY OR INSPECTION DEPARTMENT AND ENGINEER PRIOR TO INSTALLATION. C� THERETO ARE / /' USED' ON ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATIONS 8. NOTIFY THE STRUCTURAL ENGINEER OF ANY UNUSUAL SOIL CONDITIONS THAT ARE IN DRY HYDRATED LIME. DRYPACK SHALL OBTAIN A MINIMUM ULTIMATE COMPRESSIVE Q-) SPECIFIED HEREIN. VARIANCE WITH THE DATA HEREIN CITED. STRENGTH OF 2500 PSI AT 28 DAYS. SUBMIT GROUT MIX DESIGN TO THE STRUCTURAL 5. APPEARANCE SHALL BE "INDUSTRIAL" UNLESS OTHERWISE NOTED. 4- 9. FOOTING ELEVATIONS SHOWN ON THE DRAWINGS ARE TO THE TOP OF FOOTING. ENGINEER FOR REVIEW. 4 CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS ON THE JOB 10. STEP FOOTINGS, WHERE REQUIRED, AT A RATIO OF 1 VERTICAL TO 2 HORIZONTAL WITH A 6. MANUFACTURER SHALL PROVIDE ONE COAT END-SEALER AND PROTECT IN TRANSIT. _C: SITE AND REPORT ANY ERRORS, OMISSI(INS, OR POSSIBLE DISCREPANCIES BETWEEN MAXIMUM VERTICAL STEP OF 2'-0". 20. PROPER CURING OF ALL CONCRETE IS THE SOLE_ RESPONSIBILITY OF THE CONTRACTOR U FIELD' CONDITIONS AND DRAWINGS TO THE ENGINEER PRIOR TO PROCEEDING WITH THE 11. WALLS, SUCH AS BASEMENT WALLS, WHICH DEPEND ON SURROUNDING STRUCTURE FOR AND SHOULD BE DONE IN A MANNER RECOMMENDED BY THE LATEST EDITION OF THE ACI STRUCTIJRAL SAWN LUMBER: t_- WORh. SPECIAL CARE SHALL BE GIVEN TO SITE AND BUILDING LAYOUT THEREON LATERAL SUPPORT, SHALL BE BRACED DURING BACK-FILLING OPERATIONS AND SHALL CODE. 1� REMAIN BRACED UNTIL THE SURROUNDING STRUCTURE HAS BEEN COMPLETED AND IN 1 STRUCTURAL LUMBER SHALL BE GRADE MARKED DOUGLAS FIR (D.F.) LAFCH PER STANDARD GRADING AND DRESSING RULES #16 OF WEST COAST LUMBEF ;NSPECTION _ 5 NOTES AND DETAILS ON THE DRAWINGS SHALL. TAKE PRECEDENCE OVER THESE GENERAL PLACE A MINIMUM OF 28 DAYS. REINFORCING STEED BUREAU. NOTE S. 12. SLABS ON GRADE SHALL BE PLACED ON FIRM, MOISTENED, COMPACT GRAVEL AND SHALL HAVE CONSTRUCTION JOINTS SPACED NO FURTHER APART THAN 20 FEET IN EACH 1 ALL REINFORCING STEEL UNLESS OTHERWISE NOTED IN DRAWINGS SHALL CONFORM TO 6. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE STATE DIRECTION JNLESS OTHERWISE NOTED ON THE DRAWINGS. ASTM A-615 WI1H THE FOLLOWING GRADES. WOOD GRADES UNLESS OTHERWISE NOTED IN PLANS: OF OREGON 1998 EDITION STRUCTURAL SPECIALTY CODE (BASED ON THE 1997 UNIFORM 13. ALL WOOD BEARING WALL, SHEAR WALT_ AND EXTERIOR WALL FOUNDATION PLATES OR #3 AND SMALLER 40 JOIS"ES, PURLINS (2" TO 4" WIDF, 6" AND DEEPER) GRADE #2 N BUILDING DUDE) AND THE LOCAL BUILDING OFFICIAL.. SILLS SHALL BE BOLTED TO THE FOUNDATION OR FOUNDATION WALL WITH NO i LESS #4 AND LARGER 60 BEAMS, PURLINS (4" WIDE & OVER) GRADE #1 C77 THAN 1/2" DIAMETER ANCHOR BOLTS EMBEDDED AT LEAST 7" INTO CONCRETE OR SUB-PURLINS (2" TO 4" WIDE, 4" DEEP) GRADE #1 0 O NO PIPES, DUCTS, SLEEVES, CHASES, ETC., SHALL BE PLACED IN SLABS, BEAMS, OR WALL` REINFORCED MASONRY AND SPACED NOT MORE THAN 6'-0" APART UNLESS OTHERWISE LEDGERS GRADE #, � � Q� NOTED. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT ' ALL WELDED WIRE FABRIC TO BE 60000 PSI YIELD STRENGTH CONFORMING TO ASTM STUDS 2X4 OR 3X4 CONSTRUCTION GRADE UNLESS SPECIFICALLY SHOWN OR NOTED, NOR SHALL ANY STRUCTURAL MEMBER BE CUT `' ( ) A497-86, A496-85 AND A185-85. ALL FABRIC SHALL BE IN FL^.T SHEETS OF SIZE NOTED ON GRADE #2 FOR PIPES, DUCTS, ETC., UNLESS OTHERWISE NOTED. CONTRACTOR SHALL OBTAIN PRIOR LOCATED WITHIN 12' OF EACH END OF EACH PIECE. STUDS (2X6 AND LARGER) I APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC. REFER TO THE PLANS. POST (ALL SIZES) GRAPE #1 oO Q r^) ARCHITECTURAL_ AND MECHANICAL DRAWINGS FOR LOCATIONS. PERMANENT INSULATING LOC G CONCRETE FORMING SYSTEM; SI , PLATES AND BLOCKING CONSTRUCTION GRADE �-� 3. REINFORCING' DETAILING, BENDING AND PLACING SHALL BE IN ACCORDANCE WITH � x � 8. ALL DETAIL CALL OUTS AS SHOWN ON THE DRAWING 1. MANUFACTURER: ECO-BLOCK, LLC. CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE" LATEST „, O s•- S, SECTIONS AND ELEVATION_; SHALL 3. CU 1 ,'ING, NOTCHING OR DRILLING OF BEAMS OR JOISTS TO BE PERMITTED ONLY AS m s APPLY TO ALL SIMILAR CONDITIONS WHETHER REFERENCED OR NOT. TYPICAL DETAILS EDITION DETAILED OR APPROVED BY THE ENGINEER, _j AND NOTES SHAT L APPL'r UNLESS SHOWN OTHERWISE IN DRAWINGS. 2. PROVIDE A COMPLETE PERMANENT INSULA LING CONCRETE FORMING SYSTEM, O MANUFACTURED, FABF;ICATED AND INSTALLED ACCORDING TO THE FOLLOWING 4. ALL WELDING OF REINFORCING BARS SHALL BE DONE BY THE SHIELDED METAL ARC 4. UNLESS OTHERWISE SPECIFIED, ALL NAILING SHALL CONFORM TO TABLE 23-I-Q (UBC CODE 9. DESIGN LIVE LOADS: STANDARDS: WELDING PROCESS, IN ACCORDANCE WITH AWS D12.1 (LATEST EDITION) AND BE n WIND ZONE 80 MPH (EXP. B) A. EVALUATION REPORT ER-5498. PERFORMED BY CERTIFIED WELDERS AND CONTINUOUSLY INSPECTED EY A LICENSED LATEST EDITION). SEISMIC ZONE 3 6. UBC 26-3: ROOM FIRE TEST STANDARD FOR INTERIOR FOAM PLASTIC S`�STEMS. INSPECTOR APPROVED BY THE LOCAL GOVERNING AUTHORITY. ALL REINFORCING WHICH 5. SILLS OR PLATES REARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED ROOD LIVE LOAD: FLAT 25 PSF IS TO BE WELDED SHALL. MEET ASTM A706 GRADE 60. FLOOR LIVE LOAD: OFFICES AND CLASSROOMS 50 PSF 3. PRODUCTS; WOOD PER AMERICAN WOOD PRESERVERS ASSOCIATION STANDARD C2. (AWPA C2) LIBRARY 125 PSF A. ECO-BLOCK RESIDEN'rIAL BLOCK 5. REINFORCING SHALL BE SPLICED ONLY AS SHOWN OR NOTED. SPLICES AT OTHER STORAGE ROOMS 125 PSF 1) MATERIAL: EXPANDED POLYSTYRENE (EPS) LOCATIONS MAY BE .ALLOWED ONLY I APPROVED BY THE STRUCTURAL ENGINEER. 6. ALL BOLT HEADS AND NUTS BEARING ON WOOD SHALL HA'� STANDARD CUT WASHERS. CORRIDORS 100 PSF 2) DIMENSIONS: 48" X 16" X 2 ALL BOLT HOLES IN WOOD SHALL BE DRILLED 1/16" DIA. LARGER THAN THE NORMAL BOLT YOUTH ROOMS 100 PSF 3) APPARENT THERMAL CONDUCTIVITY (ASTM C518): 0.248 BTU IN/HR SQ FT DEG F. 6. STANDARD LAF SPLICES FOR WELDED WIRE FABRIC SHALL_ BE 12" OR TWO WIRE SPACES, DIAMETER. PLATFORM 100 PSF 4) FLAME SPREAD INDEX (ASTM E48): 12 WHICHEVER IS GREATER, 7 PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS. 5) SMOKE DEVELOPMENT INDEX (ASTM E84): 217 10 NO CHANGES SHALL 9E MADE TO THESE DRAWINGS WITHOUT THE EXPRESSED WRITTEN 7. VERTICAL BARS !N WALLS SHALL BE ACCURATELY POSITIONED AT THE CENTER OF WALL, B. ECO-BLOCK RESIDENTIAL CORNER BLOCK g PRO'JIDE BLOCKING OR BRIDGING PER SEC. 2306.7 OF THE UBC CODE. CONSENT OF THE STRUCTURAL ENGINEER. C. ECO-BLOCK: POLYPROP t'LENE CONNECTORS, SPLICES, 90 DEGREE PANEL CONNECTORS UNLESS OTHERWISE NOTED ON DETAILS AND SHALL BE TIED IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 192 BAR DIAMETERS. 11 WORK THESE DRAWINGS WITH ARCHITECTURDL MECHANICAL, AND ELECTRICAL AND OTHER MISCELLANEOUS CONNECTORS FOR A COMPLETE SYSTEM. 9. TOP PLATES OF ALL WOOD STUD WALLS TO BE DOUBLE 2X (SAME WIDTH AS STUDS), x DRAWINGS, IF DRAWINGS ARE PROVIDED. 8. SPLICES IN ,ADJACENT HORIZONTAL WALL REINFORCING BARS SHALL BE STAGGERED 4'-0" UNLESS OTHERWISE NOTED, LAP 48" (MIN.) WITH NOT LESS THAN 9-16D NAILS AT EACH LAP 4. EXECUTION: MINIMUM UNLESS OTHERWISE NOTED. AND NOT MORE THAN 12" BETWEEN NAILS. A. COMPLY WITH INSTRUCTIONS AND RECOMMENDATIONS OF THE MANUFACTURER. O 1 NHERC REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH B. THE CONTRACTOR IS RESPONSIBLE FOR THE FORMING SYSTEM INSTALLATION STANDARDS SHALL BE THE LATEST EDITION, AND/OR ADDENDUM. INCLUDING DESIGN OF ALL SUPPLEMENTAL C70RMING SYSTEMS SUCH AS FOR 9. BARS NOTED "CONT" AND TYPICAL WALL REINFORCING SHALL HAVE A MINIMUM SPLICE 10. FIRE BLOCKING 2" THICK SHALL BE PLACED IN STUD WALLS AT CEILING AND FLOOR LEVELS PILASTERS AND LINTELS, BLACK OUTS, ETC. EQUAL TO THE STANDARD LAP SPLICES UNLESS OTHERWISE SHOWN ON THE DRAWINGS. AT EACH 10 FEET HEIGHT OF STUDS, AND BET'.NEEN STAIR STRINGERS AT SUPPORTS. J 13 THE FOLLOWING SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER, AND THE C. WHERE INDICATED ON THE DRAWINGS, INCREASE WALL WIDTH AND ADD SPECIFIED Q� BUILDING DEPARTMENT: SPECIAL REINFORCING. 10, ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND INSERTS SHALL BE SECURED IN 11. LAG BOLTS AND SCREWS SHALL BE PRE-DNILLED TO SHANK DIAMETER AND FULL DEPTH A. GLUED LAMINATED STRUCTURAL TIMBERS AND ASSEMBLIES D. BLOCK OR ROUTE OUT FOAM SHELLS AS REQUIRED FOR LEDGERS AND BEi•M POSITION PRIOR TO PLACING CONCRETE OR GROUT. AND SCREWED (NOT DRIVEN) INTO PLACE. B. STRUCTURAL AND MISCELLANEOUS STEEL CONNECTIONS. C. MANUFACTURED TRUSSES AND .JOISTS � 11. PROVIDE DOWELS IN FOOTINGS ANL' CR GRADE BEAMS THE SAME GRADE, SIZE AND 12. PREFABRICATE) STRUCT'."'AL FRAMING CONNECTORS SHALL BE MANUFACTURED BY i E. ERECT WALL FORMS PLUMB, SQUARE AND LEVEL. / ENGINEERED CALCULATIONS STAMPED BY A REGISTERED ENGINEER IN THE STATE OF THE F. PLUMB, SQUARE, DIAGONALLY BRACE AGAINST RACKING AND SECURELY" ATTACH TO NUMBER AS VERTICAL WALL OR COLUMN REINFORCING. DOWELS SHALL HAVE A MINIMUM SIMPSON COMPANY WITH EVALUATION SERV CE REPORTS AND ICBO APPROVAL. _ (\ PROJECT SHALL ACCOMPANY ALL SHOP DRAWINGS WHICH REQUIRE DESIGN BY THE FORMS, WOOD BUCKS FOR DOORS, WINDOWS AND OTHER OPENINGS. PROJECTION EQUAL TO STANDARD LAP SPLICE UNLESS OTHERWISE NOTED. PRODUCTS FROM DIFFERENT MANUFACTURERS, OR MODELS DIFFERENT THAN THOSE L_L SUPPLIER OR AS REQUIRED ELSEWHERE IN THESE SPECIFICATIONS. G. PROPERLY REINFORCE ALL CUTS AND WEAK SPOTS IN FORMING BLOCKS. SPECIFIED ON THE PLANS, MAY NOT BE SUBSTITUTED EXCEPT WITH ENGINEER'S ALL SHOP DRAWING SUBMITTALS RECEIVED ARE UNDERSTOOD TO REPRESENT THE H. INSTALL SLEEVES FOR PENETRATIONS AND ANCHORS FOR INTERIOR WALLS INTO 12. PROVIDE THE FOLLOWING MINIMUM PROTECTIVE COVERING OF CONCRETE IINLESS EXPRESSED WRITTEN AF,JROVAL. ALL CONNECTORS TO BE FULLY NAILED UNLESS C!) '� r OTHERWISE NOTED: OTHERWISE INDICATED ON THE DRAWINGS. PRODUCT THAT THE GENERAL CONTRACTOR INTENDS TO PROVIDE FOR THE PROJECT. FORMWORK BEFORE PLACING CONCRETE. O WITH THAT UNDERSTANDING, THE CONTRACTOR IS EXPECTED .n CHECK THE SHOP I. INSTALL AND SECURELY TIE REINFORCING BARS SO THAT CONCRETE, WHEN PLACED, O DRAWINGS PRIOR TO SUBMITTING THEM TO THE ENGINEER. SUBIviIT?ALS SHALL INCLUDE WILL FULLY SURROUND ALL BARS, BELOW GRADE OR EXPOSED TO WEATHER: STRUCTURAL MANUFACTURED WOOD JOISTS: EVIDENCE THA F THIS CHECK HAS BEEN PERFORMED. J. MAKE LINTELS OVER DOOR AND WINDOW OPENINGS IN TEGI'�AL WITH WALL BY UNFORMED CAST IN PLACE 3" CLEAR CI) U Ell SHOP DRAWINGS, WHICH ARE SUBMITTED, WILL BE REVIEWED BY THE ENGINEER FOR INSTALLING REQUIRED REINFORCING BARS AS SHOWN ON STRUCTURAL DRA WIN(,S. FORMED CAST IN PLACE 2" CLEAR 1. JOIST SHALL BE WILLAMETTE INDUSTRIES, INC. "STRUCJOIST" !-JOIST PRODUCTS OF THE • - U-) �- GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENEPAL K. PLACE HORIZONTAL REINFORCING BAPS IN NOT,_`HES IN PANEL CONNECTORS, PRECAST WALL PANELS 1" CLEAR SIZE AND TYPE INDICATED ON THE DRAWINGS. CD ' COMPLIANCE WITH THE INFCRMATION GIVEN IN THESE CONTRACT DOCUMENTS. THE STAGGERING BARS SIDE TO SIDE. Q_ _ CONTRACTOR IS RESPONSIBLE FOR: DIMENSIONS WHICH SHALL BE CONFIRMED AND L. INSTALL VERTICAL BARS AT CENTER OF WALL FORMS. 2. CONTRACTOR SHALL SUBMIT ICBO REPORTS AND CALCULATIONS PREPARED BY A CIVIL OR _" ABOVE GRADE AND NOT EXPOSED TO WEATHER: � CORRELATED AT THE JOB SITE; FABRICATION PROCESSES AND TECHNIQUES OF M. PLACE ANCHOR BOLTS AND STRAP WALLS 3/4CLEAR AS SHOWN ON DRAWINGS. STRUCTURAL ENGINEER TO THE ENGINEER AND TO THF BUILDING DEPARTMENT FOR 3 " 1] CONSTRUCTION INCLUDING TEMPORARY BRACINU AND SHORING; COORDINATION OF HIS N. CONSOLIDATE CONCRETE DURING PLACEMENT WITH NOT GREATER THAN 3/4" COLUMNS 1 1/2" CLEAR REVIEW AND APPROVAL PRIOR T,, FAERiCATION. WORK WITH THAT OF ALL OTHER TRADES; AND THE SATISFACTORY PERFORMANCE OF HIS DIAMETER V19RATOR OR EXTERNAL EQUIVALENT. c WORK. 0. CUT CHASES FOR ELECTRICAL CABLE AND PLUMBING INTO THE BLOCKS USING A BEAM. AND GIRDERS 1 1/2" CLEAR 3. PERMANENT AND TEMPORARY BRACING OF PREFABRIC.,TED WOOD TRUSSES AND Q) O • CT) JOISTS 3/4" CLEAR 3/4' CL=AR INDIVIDUAL TRUSS ELEMENTS IS THE SOLE RESPONSIB;LITY OF THE 'TRUSS ROUTER OR HOT KNIFE AFTER CONCRETE HAS BEEN PLACED AND CURED. I----- 14 INSPECTIONS: ALL CONSTRUCTION SHALL BE SUBJECT TC INSPECTION BY THE BUILDING STRUCTURAL SLABS 3/4" CLEAR MANUFACTURER AND HAS NOT BEEN CONSIDERED BY THE STRUCTURAL. ENGINEER, OFFICIAL IN ACCORDANCE WITH UBC SEC 108. IN ADDITION, THE FOLLOWING SPECIAL PRECAST WALL PANELS 3/4" CLEAR � C� INSPECTIONS SHALL BE PROVIDED, IN ACCORDANCE WITH UBC SEC. 17ol: REINFORCED CONCRETE: 4. WEB STIFFENERS, AND SQUASH BLOCKS SHALL BE PROVIDED WHERE INDICATED ON THE �� N A. FILL: A QUALIFIED GEOTECHNICAL ENGINEER SHALL MONITOR P'_ACING AND NOTE: AT WALL PANELS WITH 2 LAYERS OF STEEL, PROVIDE SAME COVER EACH SIDE OF DRAWINGS AND WHERE REQUIRED G 1 THE MANUFACTURER OR JOIST ENGINEER. Sr COMPACTION OF ALL FILL MATERIAL. 1. CEMENT FOR CONCRETE OR GROUT SHALT CONFORM TO ASTM C-150, TYPE I. MINIMUM WALL. C B. CONCRETE: DURING THE TAKING OF TEST SPECIMENS AND PLACING OF REINFORCED CEMENT CONTENT 500 LBS/CU YD. 5, ALL BOTTOM BEARING JOISTS SHALL HAVE WEB STIFFENERS TO SERVE AS FIRE BLOCKING, CONCRETE. STRUCTURAL STEEL: WHETHER OR NOT THEY ARE REQUIRED STRUCTURALLY. -� C. BOLTS IN CONCRETE: PRIOR TO AND DURING THE PLACEMENT OF CONCRETE AROUND 2. AGGREGATES SHALL CONFORM TO ASTM C-33 FOR NORMAL-WEIGHT CONCRETE AND ASTM BOLTS. C-330 FOR LIGHTWEIGHT CONCRETE. 1. STRUCTURAL STEEL -.HALL CONFORM TO ASTM A36, UNLESS OTHERWISE NOTED. 6 ALL GAPS OR SPACES CREATFO AT JOIST ENDS / HANGERS, ETC. SHALL BE FIRE BLOCKED D. ADHESIVE OR EXPANSION ANCHORS. DURING HOLE PREPARATION AND INSTALLATION. AT 10 FT MAXIMUM, E REINFORCING STEEL: PP.iOR TO PLACING CONCRETE AND AT TIMES REQUIRED TO ?, READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-94. 2. WIDE FLANGE SHAPES SHALL BE ASTM A992 GRADE 50 (F Y=50 KSI). ' ENABLE INSPECTION OF ALL REINFORCING THAT MIGHT BE DIFFICULT TO SEE IN THE 7ADDITIONAL FLOOR JOISTS SHALL BE PROVIDED AT ALL PARALLEL WALLS ABOVE. COMPLETED FORMS. 4. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST ACI CODE 3. STEEL PIPE SHALT_ CONFORM TO ASTM A53-84A, GRADE "B", TYPE E OR S. (FY=.35 KSI). F STRUCTURAL WELDING ALL STRUCTURAL WELDING, INCI_JDING SHOP WELDING ANC ! 3 UNLESS) � Lc c FLANGES SHALL NOT BE CUT OR NOTCHED UNLESS SPECIFICALLY INDICATED ON THE (AC. 18) AND DETAILING MANUAL (ACI 3i�), I,NLES� OTHERWISE DETAILED OR �OTEC IN 8. JOIST FLA G WELDING OF REINFORCING STEEL, SHALL BE CONTINUOUSLY INSPECTED. THE SPE'IAL DRAWINGS. 4. STEEL TUBE SHALL C'-)NFORM TO ASTM A500-84, GRADE B, (FY=46 KSI). DRAWING OR APPROVED BY THE JOIST ENGINEER, INSPECTOR NEED NO NOT BE CONTINUOUSLY PRESENT DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, QUALIFICATIONS OF WELDING 5. CONCRETE SHALL HAVE A MINIMUM ULTIMATE STRENGTH AT 28 DAYS TABULATED BELOW 5, ALL MAIN MEkIDE'-)S SHALL HAVE BOLTS CONFORMING TO ASTM A325. 9 WEB OPENINGS ARE NOT PERMITTED UNLESS SPECIFICALLY INDICATED ON THE PLANS, PROCEDURES AND WELDERS ARE VERIFIED PRIOR TO THE START OF WORK; PFRIOAC EXCEPTIONS SHALL BE NOTED HEREIN OR ON DRAWINGS. SUBMIT CONCRETE MIX DESIGN' APPROVED BY THE JOIST ENGINEER AND FIRE BLOCKING ISSUES HAVE BEEN . .UDRESSED. INSPECTIONS ARE RADE OF WORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL TO THE STRUCTURAL_ ENGINEER FOR REVIEW AND APPROVAL 6. MACHINE BOL_ "S AND ANCHOR BOLTS SHALL CONFORM 'TO ASTM A307-82A, GRADE "A" WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP WELDIN(,: LOCATION _ F'C UNLESS OTHERWISE NOTED, BOLTS SHALL BE FULL. DIAMETER WITH CUT THREADS, UPSET 21__YKQ,Q DIAPHRAGM 1) SINGLE PASS FILLET WELDS NOT EXCEECINC 5/16" IN SIZE. SLABS ON GRADE AND FOOTINGS 3000 PSI THREADS ARE NUT ACCEPTABLE. 2) WELDING OF STAIRS AND RAILING SYSTEMS. WALLS 3000 PSI 1. ALL STRUCTdRAL PLYWOOD SHALL BE APR RATED, GRADE CD, WITH EXTERIOR GLUE P.S. COSI OF SPECIAL INSPECTIONS SHALL BE BORNE BY THE OWNER. 7. ALL WELDING SHALL BE 8Y THE ELECTRIC SHIELDED ARC PROCESS, USING E70-XX 1-74, UNLESS OTHERWISE NOTED. x THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSOI WHO SHALL DEMONSTRATE HIS 6 ADMIXTURES MAY BE USED WITH APPROVAL OF THE ENGINEER. ADMIXTURES "--ED TO ELECTRODES AND SHALL COMPLY WITH AWS D1.1-81 SPECIFICATIONS FOR WELDING AND COMPETENCE, 10 THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE INCREASE THE WORKABILIT'; OF THE CONCRETE 'SHALL NOT BE CONSIDERED TO KEDUCE FABRICATION. 2 APA-RATED ORIENTED STRAND BOARD SHEATHING, WITH AN EQUIVALENT SPAN RATING, PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. THE SPECIFIED MINIMUM CEMENT CONTENT. MAY' BE USED AS AN EQUIVALENT SUBSTITUTE FOR ROOF PLYWOOD SHEATHING. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTORS: THE SPE' �L INSPECTOR 8. ALI_ WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE APPROVED PLANS 7. REFER TO ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMFNIS, CLIPS OR "AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL_ 3. FLOOR PLYWOOD SHALL BE 7,'8" 48/24 T&G STURC-I-FLOOR. AND SPECIFICATIONS, AND SHALL FURNISt INSPECTION REPORTS TO THE BUILDING TEXTURES REQUIRED TO BE CAST INTO CONCRETE AND FOR EXTENT uF DEPRESSIONS, STEEL FOR BUILDINGS OFFICIAL, BRADFORD CONRAD CROW E=N(. NEERING CO., AND TO THE CONTRACTOR. ALL CURBS, AND RAMPS. I 4. PLYWOOD NAILING SHALL BE AS FOLLOWS UNLESS OTHERWISE_ NOTED ON PLANS: SEE 6 1 T SET DISCREPANCIES SHALL BE BROUGHT T' THE IMMEDIATE ATTENTION OF CONTRACTOR FOR DIAPHRAGM NAILING PL4NS FOR MAIN ROOF AND FLOOR DIAPHRAGMS 9. GIRDERS OF ST EEL FRAMES SHALL BE SUPPORTED AT ALL TIMES UNTIL CONNECTIONS ARE P E R tkli CORRECTION, THEN IF UNCORRECTEC, TO THE BUILDING OFFICIAL AND TO BRADFORD 8. PROJECTING CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC., SHALL BE FORMED WITHPLYWOOD BOUNDARY AND FULLY WELDED AT DESIGNATED FIELD SPLICES TO PREVENT EXCESSIVE BENDING FROM E.�. NAILING. CONRAD CROW ENGINEERING CO. THE INSPECTOR SHALL. SUBMIT A FINAL SIGNED REPORT A 3��4" CHAMFER UNLESS OTHERWISE NOTED. THICKNESS FIELD NAILING JUN 2 1 2002 STATING WHETHER THE WORK WAS, TO THE BEST OF HIS KNOWLEDGE, IN CONFORMANCE THEIR OWN WEIGHT. 1/2" 8D ® 6" O.0 SD @ 12" O.C. WITH THE APPROVED PLANS AND SPECIFICATIONS. 9. CONCRETE FORM TOLERANCES SHALL BE WITHIN THE STANDARDS SET BY THE AMERICAN 10 NO WELDING SHALL BE DONE UNTIL AS MUCH OF THE STRUCTURE THAT WILL BE STIFFENED 5/8" 10D 0 6" O.C. IOD 0 10" O.C. MIST FOR CONSTRUCTION s CONCRETE INSTITUTE. THEREBY HAS BEEN PROPERLY ALIGNED. 3/4" OR 7/8" '1 OD r0 6" 0.C. 10D ® 10" U.C. r �� 1 OPTIONS, IF PROVIDED HEREIN, ARE FOR THL CONTRACTOR'S CONVENIENCE. HE SHALL BE ALL PLYWOOD SHALL BE INSPECTED PRIOR TO COVERING. UNLE," eq AP ' i. RESPONSIBLE FOR ALL CHANGES NECESSARY, SHALL COORDINATE ALL DETAILS, SHALL 10. ALL REINFORCING STEEL, ANCHCR BOLTS, DOWELS AND OTHER INSERTS SHALT_ BE 11. SEQUENCE OF PLACING WELDS SHALL BE SUCH AS TO AVOID DISTORTION OF MEMBERS OBTAIN ALL REQUIRED APPROVALS, AND PAY ALL COSTS !NCIDENT THERE 0. SECURED IN POSITION PRIOR TO POURING OF CONCRETE. 5. THE NAIL EDGE DISTANCE FOR 3" 'NOMINAL (2-1/2" NET) WIDE MEMBERS ON WHICH SHEETS � � OFFICIAL " z /4" MINIMUM. - IF; REJECTION OF MATERIALS AND/OR WORKMANSHIP: ANY MATERIAL FOUND NOT TO MEET 11 MINIMUM EMBEDMENT OF ALL ANCHOR BOLTS (A.B.), UNLESS OTHERWISE NOTED ON PLANS. 12, ONE-SIDED CONNECTIONS WILL NOT BE PERMITTED UNLESS DETAILED ON THE DRAWINGS ARE SPLICED SHALL BE v THE SPECIFICATIONS SHALL BE REMOVED FROM THE SITE IMMEDIATELY. IMPROPER 7" IN FOOTINGS OR TOP OF CONCRETE, AND 4-1/2" INTO VERTICAL CONCRETE SURFACES 13 ALL BUTT WELDS SHALL. BE FULL. PENETRATION UNLESS OTHERWISE DEIAII CD ON THE 6 THE NAIL EDGE DISTANCE FOR 2" NOMINAL (1-1/2" NET) WIDE MEMBERS ON WHICH MATERIAL ALREADY INSTALLED OR MATERIALS IMPROPERLY INSTALLED SHALL BE ALL BOLTS SHALL HAVE A SIANDARD BOLT HEAD AT THE EMBEDED END. PLANS. SHEETS ARE SPLICED SHALL BE 3/8" MINIMUM. CARE SHALL BF MADE NOT TO SPLIT BRADFORD µ; REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. IF THE CONTRACTOR SO ANCHOR BOLTS SHALL BE SPACED A MINIMUM 12 DIAMETERS. I THE FRAMING MEMBERS. CONRAD ) ELECTS, INDIVIDUAL SITUATIONS WILL BE EVALUATED FOR POSSIBLE ACCEPTANCE IF 14 ALL SHOP WELDING SHALL BE PERFORMED BY WELDERS HAVING A CURRENT AWS CROW ENGINEERING CO. C CERTAIN MODIFICATIONS AS DETERMINED OR APPROVED BY THE ENGINEER OF RECORD 12. LOCATION OF CONSTRUCTION JOINTS NOT SPECIFICALLI INDIJ,'�TED ON DRAWINGS SHALT_ CERTIFICATE FOR THE TYPE OF WELDING BEING PERFORMED AND IN A SHOP LICENSED BY S1.1 ARE MADE. THE CONTRACTOR WILL BE BILLED BY THE ENGINEER AT THE ENGINEER'S THE LOCAL AUTHORITY. THE NAIL EDGE DISTANCE FOR PLYWOOD SHEETS SHALL BE NOT LESS THAN 3/8 G CmI. • STRUCTUF,,t_ • WEVIIANICAL ENOINEER4 BE APPROVED BI' THE ENGINEER PRIOR TO PLACING REINFORCING STEEL 130th Ave. 10730 NORMAL HOURLY RATES FOR ANY TIME :PENT EVALUATING AND/OR REDESIGNING FOR ', 10180 SW NIMBUS, SUITE J3 BUP2002-00234 15. ALL FIELD WELDING SHALL BE DONE BY CERTIFIED WELDERS AND CONTINUOUSLY 8 NAILS MAY BE .SLANT DRIVEN TO MAINTAIN MINIMUM EDGE DISTANCE IN F�AMiNG ' SUCH OCCURRENCES. � L TIGARO OR 97223 tt of 29 13. CONCRETE SLABS WALLS VARIATION FROM LEVEL TO BE 1/8' IN TEN FEET MAXIMUM, INSPECTED BY A LICENSED INSPECTOR APPROVED BY THE LOCAL AUTHORITY. MEMBERS. UNLESS OTHERWISE NOTED ON DRAWINGS. PH. (503) 639-6601 FAX (503) 639-62',1 ' 16. ALL STEEL MEMBERS AND HARDWARE WHERE NOTED ON THE PLANS TO BE GALVANIZED BCCE JOB NUMBER: 01371 DKA F=ROJEGT a SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION WITH A 6 MIL MINIMUM COATING. 15(71 NOTICE: IF THE PRINT ORTYPE (?NANY r11�r`I � i �i�ill�lll� ! VIII 111111+ � 1 I � III r 1�1I1�1 r�Tlr�rr�rll(t t�t11 111� IIIII I II �i 1�tI1�I I�rll t !�tI1� lll �llr�t I�II1�1f1� II1 I t� IjI�tIIJiII�I I �tIE(t I �I �I � I I�III �I ! � I� I I , ...�, µ' IMAGE IS NOT AS CLEAR AS THIS NOTICE, � I 1 I � I I� I � 61 IT IS DUE TO THE QUALITY OF THE N" 36 ORIGINAL_ DOCUMENT 1; 8Z 8Z LL S1tr±;I 15 7 1blZ Blti Z. _I I�Z 0�T 181[ 8111 L�i ISili 61I S11 y�I��l� 1 t� l<< ( [ I I8Il�II�,I p�►� ' II II I I I I I I �� ►� �� ►I ►�� ii�� ►I�� ►� ►��i�� i��l►�� i�L�� I,�� i►�� I�� li�,� ►�i►�� i�►�� ►I�I�� ►I�� i�� ► � � �� I��►►.��i�� <<.� l�«�� 1��« �. 1�� D u- ou1 S4.) 41S �4 cz 0 ) V) 1-4 T/FOCITING T/FOOTING N EL. 98'-S" \ E�L. - j 0 1 T/7 Z > r6 7 �IrII I 1III----S84.1- -\S-, Lp S4.1 S4.1 QQ- U iIIIIIIIII sci io 4 II RIF L) u u L) 0 Aq1 EIR OQZ F R FNFWAL IDATL- SCIJ TYPICAL 2 o" 1:S 1 2'- PS4 G 2 r T/FOOTING 2'- x2'-6"YI2" FTG 1 2 HI I -< tip 6. EL. 98'-8" 2 (70) #4 E,'�, B 0 T L) T FOOTING S4.3 Ln 1 11 0 97 -7� c-'I 2x6 T sci 1 1 S .1) 1 ]--------- ---I gn S4.1 1---------- �41 7 T- 8 2 2x6T c7') --�`--_�C-I-II(I-I --7SIIIII1III��I 4,5-1 47--.1- �--III -1I�I1tjiI1II1IiII Urn--S41-- IIIIII -irII'i _-II�I --S--47-'-l"-1-----------U,�-iI'IIi-II(I'II---��fI-(_--_ ----�-iIlIIII,IiII z L (c 2 1 � 8 X -j )A(r6o -,-rII�-I--_-+IIII--_-_SS_CC-_JJ---_-III----1�.I I-�;II-_11III -IiIiII'IIIII iIIII1+I-----5--lo V47----.--_1--.-�o®p.-_ �OO3---_�--�i--5_+_-�-8.4�_--.-_1-_Ii-J II1I--��11+fIIIIIII,�1IIII1I I I+iII 1!�i;III IiI II I ,� 39 \YIIIIII II I _III II_-_ oN0--1.-_ ---IIiIIiIII - - 8------�-�-iIiII'II1III� I1i,IIII.tIIII--I--IIII-------- -I(II-2- CN < 2 5 5� 00 S4.1 S4.1 I S4.1 x 7 rj); CONCRETE SLAB WIT'.-! CU DJ IL Sr'J 5 id/yd3 OF STRUX 90/40 Lp In 41 FIBER REINFORCEMENT c-,,] ---"1--1b'-0"x10'-0"x18" FTG 6 (MFGR'D BY GRACE 6 (11) #7 EW BOTTOM 1O'--o"x10 -0"x18" FTG 2 CONSTRUCTION PRODUCTS) 54.2 S4.2 (11) #5 EWTOP (11" #7 EW BOTTOM 1 54,2 ---9----- 2,31-0 318" T/ TG EL. 98'-8" 1)) #5 EW TOP 23'-0 3/8`1 -9 �si T/FTG EL. 98'-8" L -71 9 1 sci 4 Set #1 ------------- ------ �s 2" MIN. SAND ri AND S4.2 t PILASTER PILASTER +ND FO)TING N2"--1O MIL POLYETHELENE S t r u c u r a sci FOOTING sci ---------- ----------- --- - ;o �' ' ': VAPOR BARRIER. 's S h, e I I _ +lI+1IIItI 1 j1i�I111,�+I+III -.-�1�---))IZ_---I;--_1►�.-N1-�_,_-Z_tIII_--------I-i---1Z---,. �3_--U-Ml---IZ6-.1----( -8-i-�i-------1I 8-8-11ITI-I�_N�I-�I�1I1iI1I;II iI'IIIII�II I-I_-L II-IjjI-T-I_I--I-I!�---II-_►-I-fI-T-III--,-I-E_I--I�j-.I--I--4I i-1-��t--T_I 4-I-III-`---�I,IiIT-nI, �I-IZI--IN�I I-t-I811 I�Ii1IIIi I--I-�I_-I��\I►5IrIIIIIIIIIIi+II l-►546Il--i.-5g3---------T-►-_---I_"-II!----.�I--8IiI--}--ILII-----I--I,-'��(S�I�>-l,---1-----I-'-Q-`_-.T,1---Ln-I -\--T 40-- +IiIiI1I1I __-.\_--_.r-_III IIIIII Di �-6" MIN. LAYER OF COMPACTED 3/4"(-) CRUSHED F JCK WITH NO MORE THAN 809 PASSING THE #4 SIEVE AND LESS FF EL. 100'-0" CREF)_ THAN 59 PASSING THE #200 SIEVE. NC SLABS - SEE TYPICAL 4 4" CO C) COMPACT TO 959 MAX DRY DENSITY S4.2 0 11 r2 AS DETERMINED BY ASTM D1557, - FOR SLAB JOINTS SEE �S4 1 I -'N\ T sci JL---- sci YPICAL FLOOR SLAB SECTION V) I L) SCALE: 1 1/2=1'-0" 0 IV) Or' U L) u col NI ED ... . .......... 8 Di ('4" MIN LAYER OF COMPACTED 3/4"(-) 15 CRUSH' E[ ROCK WITH NO MORE THAN CONCRETE SLAB WITH 5 Id/yd3 OF STRUX 90 40 TYPICAL 809 SSING THE #4 SIEVE AND LESS 90/40 S4.2 4 TYPICAL THAN 59 PASSING THE #200 SIEVE. FIBER REINFORCEMENT S4.2 COMPACT 'To 95% MAX DRY JE'NSITY (m-GR'D BY GRACE AS DETERMINED BY ASTM D1557. CONsrRIJCTION PRODUCTS) 0 0 -7'-0"x7'-01",16" FTGS 1 -4..... (8) #6 EW, TOP & BOT U (1) T/FTG EL., 98'-8" (-n sci 4 SLAB CD 54.1 0�-C 0. Z- z T/FOOTiNG 4" CRUSHED 2 5 of' - 1: , ':. ROCK 21-01, S4.-) rA�S�42 S4.1 54.1 TLFOOT11. G 2'- le 2" SAND EL. 2" SAND 4 -2 J K12 L W. 12 -10 MIL POLYETHELFNE 20 ING .2 20'-0" -0 20t-O" 20'-0" �TEP FOOT )r54.2 VAPOR BARRIER BETWEEN SAND LAYERS 12X6 STUDS 0 16" O/C 10 15 ALIGN W/ FLOOR JOIST COV S4.2 -cN L'A S4 2 C-4 ALTERNATE FLOOR SECTION I 'IV SCALE: 1 1/2"=1'-0" KJ! -5-cj------ Z_-- - - - -_- Z.-_ �'. -- - -1 ' KJ I KJ TS 8 Sim. 4 -0"x4 -U"xl 2" FTG TS 5x5xl�4 COLUMN 560�4 'COL 2--0 UMN TS, 5x5xl/4 COL FTG 4'-0"x4 -U 02" FTG 4 -0"xd. -0"x12" FTG (4) #5 EW BOTTO (4) #5 EW BOTTOM 4'-0"x4-0"x'12" FTG A (4) #- EW BOTTOM T/FTG EL. 99'-0" 3 1 (4) #5 EW BOTTOM T/FTG EL. 99'-031 7 SEE T/FTS- EL. �8'- 8" -A ADD (2) 'ADDITIONAL 10'-0* T/FTG EL. 99'-0 SEE + 10, S4,1 #5 BARS 0 20'-0" ; SEE 1; COL/FTC S49 COL/FTG 19 S4.1 'Top & BOTTOM IN 2 sci TH"KENED -SLAB- sci J4.1 2'-U� , -- - L) -0 V) L) -2' V) V) t/) '6 SIM. U) 16 1 &�'m MIN 5 T/FOoTING 4 TYP. PT Sr., PERN. 4.2 S4,3 S4.2 S4.2 16 CEL. 98'--B" ;-4.4 S4.3 6 0 IVI 1 2002 UCTION A M TT F- 4.2 NOT FOR CONSTR r UNLE<�.*yS, APePi-ICVED BY 130th Ave. 10730 BUP2002-00234 BUILDING OFFICIAL 12of 29 ILL. T/FOO i'ING El 97' 15*-Op' 1-)z a- !YE!CAL �4.1 (:S 6 41 S4.3 Ln 28'-0" �A) CICANOPY BEAM 9; CANOPY BEAM BRADFORD ABOVE ABOVE CONRAD AL CROW ENGINEERING (70. S2ml Am CML - TMIRROA 0 MCOWOM DONIEM BUILDING 10180 SW NIMBUS, SUITE J3 l 1IGARD, OR 97223 FOUNDATION PLAN NORTH SCALE 1/19 1 0 PH. (503) 639-6601 FAX (503) 639-6251 15'-0" 151-011 ECCE JOB NUMBER: 01371 DKA PPC)JF-(-'.T o, -- 1501 NOTICE: IF THE PRINT OR TYPE ON ANY 11111 1 11 11111 Jill III 111 111111 Jill I IMAGE IS NOT AS CLEAR AS THIS NOTICE, IT IS DUE TO THE QUALITY OF THE No 30 ----I A ORIGINAL DOCUMENT 9 11111tiIIIIIII'll Jill 111 11111 1 11 11 7-N"' _S t4 (IS4.11 1-61 2 r2 F G 2 8 2 1 1 g 0S4.3 T 00 "V L 98 T FOO TING Ir am EL. 97 4 '-J41 4 1 2 5 S4.1_ S4 I gta4 4; BEAM & WALL P BEAM BEAM BM BEAM & WALL A 1. �„ t. 3„ 1'-6 1/r' ° NOTES: 1 2'-5 1/2 JOIST 0 24" 0/C 1'-0~ I t'-6 1/2" JOIST 0 12" 0/C t -7 I ,1 -5" JOIST 0 12" 0/C 11-5 JOIST 0 12" 0/C L 0" JOIST 0 14" O/C 2'-S 1/2" 1. SEE SHEET S2.5 FOR LEDGER ANCHOR BOLTS. o - --- ^_ - - -- � -- - � „-------- -- -� � , 12 - -- - 81'-4° - - 12"_.x' 1 11„ - -- --- --- 1 "� 27 9"- - ----------- 12' 1" O I 12 -1 21 -3_ 9 -6 _ 12 - --_. _- � ___--- -1 �- --- ------ -* - -- 2. SEE SHEET S2.5 FOR DIAPHRAGM NAILING AND I - - - -- --ADD'L ,101ST 0 PARTITIONS ABOVE ---- -__ PLYWOOD BLOCKING REQUIREMENTS. 0 1 I 1 O p cD J 3. SEE SHEET S2.5 FOR BEAM AND JOIST �I I SCHEDULES. w > 8 ' PA135 0 4'-0" Q S5.3 I FJ6 -- FJ3 _ / 3 TYP. - I I FJ_ 4. SEE SHEET S2.5 DOUBLE JOIST HANGER SCHEDULE n 1 S5.2, 1 TYP. _ I I I FOR HANGERS AT DOUBLE JOIST. S4.4 I 54.4 I� I I I I III I I I III II II I I I I 'I1 I _ BRC WALL - 5. ALL FLOOR PLYWOOD TO BE GLUED TO ALL o,'► li.1 1,, •.,; � -' J015T, BLOCKING, LEDGERS AND BEAMS. a' -- 13 32 FJ4 FJ4 I ' FJ4 BRG WALL - - I ---- - -- FJ3 ' S5.4 -- -- - / - - - _ 6. NAIL TIE STRAPS ON TOP OF PL'fW 2 Y 1 I I -7/8" PWD I I) I DBL JOIST FJ I I I 20" SJ-350 7. SPRINKLER PIPES TO BE SUPPORTED FROM JOIST 20 GASTRAS x3"x24'-0" N I _S5,4 I - I cv cv 1 14 FOR BLOCKING IN ACCORDANCE WITH JOIST MANUFACTURERS n !� `q1 Q` BLOCKING N 2x4 I m II I II �I I - I II�� III III IIa? IIS I I I S5.4 RECOMMENDATIONS, ' y F ®RP►� A/ Ta' II ' 1t II II I I �.i S5.4 I I 8. SPRINKLER AND MECHANICAL SYSTEMS TO BE BRACED LATERALLY, BOTH TRANSVERSE AND RFJVL►�YALDA118 3103 - MST160 0 4'-0" 0/C PPL JOIST- -DBL JOIST DBL Ju IS LONGITUDINAL, !N ACCORDANCE WITH THE SMACNA `' DBL JOIST I DBL JOIST II� I 2 BRG WALL I H4 " " BRG WALL I I I - -- --- --- - - - ------ H SEISMIC RESTRAINT MANUAL", RECENT ANCHORAGEOFOFEISMIC BRACES TORJO STVEL TO (SHL) LPER " 1 MSTI72 THRU WALL f--5 4 S4.4 S4'4 FJ1 \ ;d FJ1 � 54.4 MSTI72 THRU WALL \� JOIST MANUFACTURERS RECOMMENDATIONS. 0 4'-0" 0/C S4.4 0 4'-0" O/C ('ENTER BEAM _ __ CENTER SCAM I 9. CONTRACTOR TO SUBMIT HANGER/BRACING /- PA135 0 4'-0' _� ON WALL ON WALL �+ DETAILS FOR REVIEW, C" BRG ALL F83 - F 3 -- __ _ ._ . --- - --- - - -- -- --G U -- -- --- ---- - - - -- - BRG WALL -- - - -- 14 i i 5 cI 0 S4.2 i i a I I �S5.2 I' I = I < I mz 20 GA. x 3" STRAPS L_ -�' z N z -�I I 0 9 li ON 2x4 BLOCKING. 0 o o I- N 3i 1 " r Q S5.4 I I ' NAIL TO BLOCKING W/ \ 1 = I I SS 2 w � N _jI i � H CEJ N w I I I I I 10d COM 0 4 O/C, _ L. I I_. m Q I O� L` �i i ® m - - - - =y -- - - 0 x I 0 c" o a al " I STAGGERED it I a � I J Qa mll O I I � I I J�I ��/ I� 11 I II I 2121 I � -i all 0 Q -- Q� Q7 ADDITIONAL JOIST AT LL \Sg. a o II z I LL I II L- z 3 o i i u I C1400 Q, I I 3Ii I PARTITION WALL ABOVE �� I l a iI I I C; o I c" I o ! I all ��/// N N \ I I ~ n I I Vj Q x (✓� I tv I L' I I m l l I i I I mil I I C I N Q O � 00 I w �' - PA135 0 48" 0 C I i r- m `- m - --- - - - / �- ------- - -- ----- 03 G F64 -- ---- - - -- -- v --- C-4 ------ ------- ---'---- - - `\ ice" ."r ---,-< '..-J LL Q 0 0 13 C7 A 2 I o ? I I N ' N 54.2 I N I ~ SIM _' TYP. I I !R I55.2 -� l 3a 13 �� 3 � S4.4 31 I m 4 \ / S NOTE - AT PLUMBING PENETRATIONS: ao S 2 Set #1 / U C) � ,- a o I 1) CUT ROUND HOLES IN PLYWOOD FOR A INDIVIDUAL PIPE. ' i I i �z /' �, _ _ _ _ - -I 2) DO NOT CUT OR NOTCH BEAM OR JOIST. r _ _ _ _ ru c u a _ - -- - - - / �_ z I XISAJOIST fir„ Shell `,nI EXTRA JQI.S - l ,o ' \ � ,o " I I - I 3) DO NOT GANG PIPES THROUGH A. COMMON HOLE OR BLOCKOUT. 20" SJ-350 FOR � 20" SJ-350 FOR " HEADERS IN \`�_ I I HEADERS IN " MIT3520 HORS MIT3520 HGRS `? PA135 0 PA135 ® \�� 4'-0" 0/C I I 4'-0" O/C % - _ - - -- - 0 7-PAI35 0 s \ j I I PA135 ® 0 N 4'-0" 0/C 5 I OPEN 5 4'-0" 0/C � I N 0 I 3 i' 3 -ii i S5.4 � u S5.4 , \ rK �, M U I S5.2 �\ S5.2 3i i p 0 m o (� II � � w � � o / \ wit o oZ CEJ " Nm of ii II 00 aP N U N i _� , a r __j 00 pz 0, 311 ii 0 ua � Q � a s Lr O O V a II I cn 18 BEAM �c WALL BEAM�WALL 18 I i � � c ii S4.2 % / I ` S4.2 �- - I I 5 II , S5.2 I l 11 I � �� II N C� = S5.3 U - -- - BRG WALL BRG WALL _ FB,3 BRG WRLL_____ _ - - -- - - - - - - - - - ------- - _ --- - - - - - - - -r 0� -- --- - I- - -- f- -i- --r - -� C ----------------- --- - _ - 4 1" / 14 14 U- d i 1 \4.2Lo N r �� N cn m S 5.4 I FJ1 FJ5 _ FJ5 I - FJ5 LA_ FJ5 FJ1 N - -� 7/8„ PLYWOOD -} JOIST A 24" 0/C 2'-0 I2'-0" JOIST 0 24" 0/C 1'-1" I I 1'-5 1/2" JOIST 0 24" 0/C 1'_0„I I 11 _0.. JOIST 0 24" 0/C 1'-5 1/2"-I I1'-1" JOIST 0 24" 0/C 2'-0"I -0 401ST 0 24" 0/C - --- - - - -- -1� --__ --- ---- ------ ____----__ --- .._. _.._. COLUMN BELOW -*- -- _... --- ----- --- --- - -------- _ - - ------ _._�_._-. "� - R W COLUMN BELOW F88 -- H1- BRG WALL-- H3 � _-- FB5 H1 _ .. ._ _-�_ H1 BRG - AIL H1 17 r 7 - 7 l 7 SIM. 4 - I TY'P. 6 COLUMN BELOW 17 - �- I 5 54.2 S5.2 \S5.4 S�-2 i 8 I �i 6 � , 1 OF BUILDI,�G X5.2 I � S 7 S5.4 S5.2 � I I Im I 55.2 I I j PA135 0 I I 8 i - 4'-0" O/C I I a I \54.4 -N, OPEN ----� FJ2 _ FJ2_-- - - FJ2 FJ2 ' S 5.3 PERMIT SET - -- --__ - - PA135 ® I I - 4 -0J O/C - if E P40T FOR CONS►TRUCTIO _r.- - --- -- - " P► t� APP.`i 1i "�„� Y 130th Ave. 10730 3 - ZO GA x 3"x24'-0.. 3 I II li i i I i 3 i E 1.s��.,.,.)�s G 1'�"FICIAL 13ooP2002290234 \',5 2 STRAPS 0 4'-0" 0/C I I I I I I I S5.2 ON 2x4 BLOCKING 55.2 -- - -- -- �- --- -- i'-4- 1 -4 JOIST 0 16 0/C 1'-9 1/2" JOIST 0 16" 0/C 1'-4'" 1' 4° JOIST 0 16" 0/C JOIST 0 16" O/C BEAM & WALL BEAM & WALL ALCONRADRD CROW ENGINEERING CO. S212 CML - STRUCTURAL - MECHANICAL tMOIMEERS / + 10180 SW NIMBUS, SUITE J3 TIGARD. OR 97223 A 2ND FLUOR FRAMING PLAN kORTH - PH. (503) 639-6601 FAX (503) 639-6251 1 SCALE. 1/8"=1'--0" BCCE JOB NUMBER: 01371 - DKA FI501 �Gt N� v NOTICE' IF �oHEPRINTORTY!`E. ONANY >11III►IiIt� 1 I � IIIII 1 � 1I1 1 1 � IIIiI 11111 I I �III � I IIfIICI I1II11111111 111Iiill III1111111I1�1 I�III I Iltlf�l IIIIt�I I�Ilt�l I�flf 11�111�1�IJ1 1!i I(I(1�1 1�r�I�1 f�lllilif�lllll� �. � �G�� I 1 11 I 4I I � I s I I I I I I �0 I 11 12 IMAGE IS NOT AS CLEAR AS THIS NOTICE, � -. - _ 1 -- - --�---------�_--_-__L -- ---- �-----------�-•-- ----�-- ---g1--------� _�--- --- --�- ----- - - 11 IS DUE TO THE QUALITY OF THE _ "°Je ORIGINAL DOCUMENT E 8z ez Gz 9z z tbz Ez z �tz oz 8fti 8it Lt 9t 9it 6�i st zt tt �t 6 14�I L 9 I 9 ib £ Z >>w � � ��► � � 111�II�I��I�� IIIII��II��I�I��I�I�I►�II�I�I�III�I��►►�l��I�i��1►�� I►►II��IIII�II��IIII►I►IIIi�►III►Iiill�l��►IIII►IIiIII►11II►IIIIII� ►IllUlllll lllll►,llll� lll�lllllllll IlJ IIIIIN111 - I��III►►II.►, I��IIIII��II►I��II�,�� IIIIIII� ►III �� I I I I i NOTES: 4. 1 SEE SHEET S2.5 FOR LEDGER ANCHOR BOLTS. �� o 0 0 s 2. SEE SHEET S2.5 FOR DIAPHRAGM NAILING AND N (-J PLYWOOD BLOCKING REQUIREMENTS. 9 z 18 5 1/2° BEAM 4 BEAM 18' 3, SEE SHEET S2.5 POR BEAM AND JOIST IU / SCHEDULES 55.3 � - ' Q �a 4. SEE SHEET S2.5 DOUBLE JOIST HANGER SCHEDULE - _ - - - - - - - -- --- --- ---- - -- - --- ----_- - -- = - _ FOR HANGERS AT DOUBLE JOIST, 5. SPRINKLER PIPES TO +E SUPPORTED FROM .;01ST --- PA135 ® - 1 ---- ---- --- IN ACCORDANCE WITH )')IST MANUFAC TURrR'S ; - 6'-0" 0/C 2 � 8 RECOMMENDATIONS, (S j �5 ,_-- --_ S5.3 6. SPRINKLER AND MECHANICAL SYSTEMS TO BE 6k, I oll I SII I I I I --I- BRACED LATERALLY, BOTH TRANSVERSE AND PA135 AIL T 4' UG 0/C =O LONGITUDINAL, IN ACCORDANCE WITH THE SMACNA NAIL THROUGH O 20 GA STRAPS o J o - --- cb --- Sa.4 0 ---- � '"� 0° m "SEISMIC RESTRAINT MANUAL", MOST RECENT '.•� ---�Cn �y x vjJ- EDITION, FOR SEISMIC HAZARD LEVEL (SHL) A BRhp PA135 4'-0" 0/C ANCHORAGE OF BRACES TO JOIST TO BE PER 12 TYP_ I ® _� NAIL THROUGH 2'-5 1/2" I- - W 2'-0 I 0'-6 1/2" 12" I 112" 12" I 112" S5r4 12" 112" 12" I ('�2" 0'-6 1/2"� I 2'-0" �- JOIST MANUFACTURERS RECOMMENDATIONS. uF*It!wnLDATE:�Z 0 JOIST RJ3 1 JOIST RJ3 - JOIST RJ3 JOIST RJ3 _ JOIST RJ3 JOIST RJ-3 ----_ Jr' RJ3 � - 2U GA STRAPS N rc a 7. CONTRACTOR TO SUBMIT HANGER/BRACING DETAILS FOR REVIEW. I ----- -.-- ----o -- 8' 0" 4' 0" 2'-5 1/2" Q� ---- - I - I SIMPSON MST172 I SIMPSON STI72 I SIMPSON MSTI72 I SIMPSON MSTI72 NOTE: -- -------- BEAk, ON C 6 OF WALL I I I S5.3 R87 � - - - - - - -- j - BEARING WALL -- - - � - -- - - - - - -- -- -__ .- __ __. .- - __ __ � .. NOTE: \Ln V-8 1/2" I I -1'-4" I j/ I Irr, I I I BEA ON C 1 I I I a I I i t OF ALL S5.4 2 Ln C\l � N 11 JOIST RJ5 JOIST RJ4 JOIST RJ411 I II I I Ln o I I JOIST RJ4 JOIN RJ5 I � oN I I 4x8 x 1F,' 4x8 x 1�' ® -4x8 x 10' - 4x8 x 16' S5.3 x DRAG STRUT DRAG STRUT DRAG STRUT DRAG STRUT I I O C 00 I I I I I m NOTE: NOTE: o BEAM ON I (2) SIMPSON MSTI72 (2) SIMPSON�MST172 (2) SIMPSON MSTI72 - I (2) SIMPSON MSTI72 I I BEAM ON C 0 0 Cj W - - h, OF WALL--\ I r OF WALL - �� - Q C� n Q m RB10 /� �1 - BEARING WALL - - RB3 `S5'1 ARIN G WALL m r \ - . - - - - - - - - - - - - - - - I BEAM ON - - - - o _ NOTE: 1 8' 4 o I I BEAM AT 11 SIM.IL 3 �" �1 Set #1 2 4 OF WALL \ _ 7 C OF WALL 9 55.3 11 S4.4 o S5.4 �S4.4 c + + II 8 S5.1 S4.4 II Jl ��uClura S4.4 I I = J015T I 1 I Sh �II P 1 o RTU1 o c I I BL J _T } _- JOIST i ^% s I I I I RTU7 RTU2 B�JOIST o IIson - M QI I QT all 0 or 1 y ; C) m I I m m l I O I -C- cr- Fn k co I I D B L ,,,LOI T m m DBL IU a R 0 RTU 10 o L 6101 e RTU9 � - Iaj ►- z v~i v~i `vi 1 `� PA135 ® 6-0" 0/C a o -r�- o � , BL IST " RTUS I v~i - QB-L ��T I SSS.3 - 1 i 55.3 . " " G O I I I C� z II I C _ S5.3 (� 1 _ I I C-) (4) SIMPSON ( 1) SIMPSON (4) SIMPSN (4) SIM ON 4� _ MST160 MSTI,)0 �� MST160 tlSTI60F- II it 1 S5.4 m -+ R84 - I I R85 RB6 RB6 I I / RB6 ' RBS R64 '/Q�\� �� d \ I I 4x8 x 16' II I I 2 \` I' NOTE: 5 NOTE: 54.4 _- ' -- -'-- --- BEAM ON TYPICAL DRAG STRUT 15.1 BEAM ON C OF WALL I I C OF COLUMNS I II I 4x8 x 16' I I -1x8 x 16' I OF WAi -4x8 x 16' '-TYPICAL: II I I DRAG STRUT I I NAIL PWD TO DRAG STRUT DRAG STRUT I DRAG STRUT v -- C; W/ (4) ROWS 10d NAILS AT --I- TYPICAL. I•" O/C EACH ROW 19/32" CDX PWD TYPICAL00 o NAIL PWD TO JOIST EA11) SIDE OF DRAG STRUT ( SEE SCHEDULE FOR BLOCKING o cn 6 8'-0° 4'-0" .AND NAILING REQUIREMENTS ------' `n N�/ (2) ROWS lOd NAILS AT 4" 0/C, i i 2 _ - ---_Fv' a --- ii 1 1 �4cr W 1 � _� 1 1 I I 1 m to W I S 5.3 p vWi L- v) W --- ------ 2 -0" 0' 6 1 2" „ --.d ' I „ I i t „ I I „ _ ---�-N-_ - 2'-5 1 2---5 1/2 �, / 12 12 i 12- 12 12 12' 1 12 I 12 0 6 1/2' 2 -0" /2 JOIST RJ2 JOIST RJ2 �- JOIST RJ2 JOIST RJ2 _ JOIST RJ2 ' JOISf RJ2 -- JOIST RJ2_ v _- C I q SIMPSON JUN 2 1 ' i PA135 0 4'-0` O/C �z. PA135 0 4'-0" O/C - - --_-- -- - i I all �I I i HGUS6.88/14 ( NAIL THROUGH NAIL THROUGH i I I I I I I HANGER --_- - 20 GA STRAPS NOT FOR CONSTRUCTION I 20 GA. STRAPS I I I l i 1 1 i i 4 �'�. -PA135 0 i PA135 ® 48" O/C 4 1 ROV�� y 130th Ave. 10730 / - -� S4.4 6 -0 O/C BUILDING OFFICIAL BUP2002-002 4 RB11 I __.. _.- _ R811 14 or 29 LL -- - - - 1 F --- - ----------- -- ---- --- - ------- -- I I I I .- _ _. _ _ --� 1Est 5 1/2., ' I I I I I I \S5.3I I I SIMPSON A ® - I 5 1/2" 4 SRADFORD BEAM I I \ I I 4'.-0' 0/C S5.3 CONRAD 1a' I I OF BUILDING I I BEAM 18' AL CROW ENGINEERING CO. S2m3 A ✓VW�/V' I L�� I I I I i;� �i CML • STI UMPAL • MECNANM,AL ENOINEERS SUITE J3 10180 IGARDNIOR NIMBUS, SUITE C ___ PH. 503) 639-6601 FAX 503) 639-6251 A ROOF FRAMING FLAN CANi)P7 R(-)(-)F - SEE SC NORI H ^ SCALE: �6-=i r_0r. -- -� - � � DKA F�ROJEC� A' - ECCE JOB NUMBER: 01371 15U! .»„r »V,,-,.,.,.,,a. „eenvaygT,rnc.p ,ga. haktFfiYl�d; 4lIM0.K.snP!Yk. r NOTICE- IF THE PRINT OR TYPE ON ANY ! I I I I I I III III III III III 1 11 1 1 1 III III I I III III I I1 1 1 I I I III III I I III III III III III III III I'I III III I I I ' I I I III III III ! I III III 1 111 1 1 1 III III 1 1111 1 1 III III I I I I I I I I � I1 111�I I Il I I4IILLI I I6 IMAGE IS NOT AS CLEAR AS THIS NOTICE, � ----- --- ----_I -- - --- L - -- --L__ .---Jl-___ _-L IT IS DUE TO THE QUALITY OF THE N"36 ORIGINAL DOCUMENT 9 tiz s1z �z tff z o Z ++ �g t e t t,tI 9�t IIIIIILII�IIII IIII�IIII�IIII�illl�llllllllllllll�lllllllll�lllllllll IIIIIIIII�II11111111111111111�1111�1111111111111 IIIIII III 111111 IIIIIIIIIII II ii i II ' III I �I I �II�IIIIII,illlllllll I II il� IIII I II � � I I + l� I � I + � I III II II III 111Jl�III III,.IIIIII�II IIIIIIIIIIll�ll11�i11U1111►11111IIItlllllllllllU.11Ullil IN u l I0 - - BRG WALL RRG WALL I -- - 3 (Y I (.7 I U C'oI i UII � 11 O , i1 U II U II cD J SS I b ID _j U JI I la a �` lil Q 1 c� QI I 3 ® i 3I to i0 3 i i cn \ ��i UII O UII � C�11 LL. m �l1Rf{ 1. 00 'XI I ® �I I �I I t� i, Q C5 ® mI I co! I mII ® N m N �/ III LA_ I� I I t� O 3 1 r�F BRP�`� 4X12 ii N2 iii u_ p ii 3 t._ O iii ii 4,12 y<� 5S 1 07 III F— IIh— a III I O 5 5.1 III C/1 c0 I I S 5�� III 0 I m\IV � I -� III p '— I I p III I 14 I J w cr_ —_ m m a U SEE DRAWING S2.2 FOR FLOOR JOIST SCHEDULE B PLkTFORM FRAMING PLAN ^+ SCALE:_ 1/8"=v-o" m Q I x 1 O 00 6 5 6 _ m S5.3 S5.3 Ln N C I T BEAMT BE IM � 'T BEAM EL 113'-8" Pr o EL 114'-2" a EL 11 '-8" I i I rt F3� �- (3) RUNS OF 2x4 BOTTOM CHORD v ��I BRACING EACH BAY. 12 00 v 3 o is -w I ANCHOR TO END WALL - SEE t �m S5.3 I,� CV f2 CV 'N Z� ® U' m0 I lr] 00 0 i 00 W_ I I 7 T . 1- U� T BEAM � °�` 00 EL 114'-2" ,n A CI' px � D m TI BEAM T BEAM c N i U EL 114'- 2" EL 114'-2" �Ao J� - r\ �- __ _ W16x40 I -C RIGID FRAME cn 9 I i 9 U — r . , O O \� 3 " S 13 -9 1/2 13 -9 1/2 - BEAM & COL. BEAM & COL. -+"' O Q 3 7D 0--) F-- � N C CANOPY ROOF FRAMING PLAN cn a) ti SCALE: I/8"=1'-o" a ;d F i i 1 s PERMIT SET 21 2002 4 NOT F09 MINI TRUCTION UNLESS' APPIPMEL) BYBUILDING OFFiCIALa ALCONR BRADFOAD i CROW ENGINEERIN,; CO. S2.4 I G CML • STRUCTURAL v WHANKAL E� HWEI�RS 130th—ve. 10730 1 10180 SW NIMBUS, SUITE J3 BUP2002-00234 TIGARD, OR 97223 15 of 29 PW. (303) 639-6601 FAX (503) 639-8231 DKA PROJEC t a BCCE JOB NUMBER: 01371 1501 NOTICE: IF THE PRINT OR TYPE ON ANY Tl r Ill III III Ill Ili III I I I I I l; Ill i ► III I l l l l l l 'I(1 III III I I! I I l l l ! I I III III III I (I III I I l l l III III III III III III I I III III 111 III I l l l l l l i l l l l l l l l l l I I I I I Jill I I I _ -__ I __� I I I l� - s oc� I1 I I I I I I l l i4i6 1 -I � I I Is� I-- � I I I p i IMAGE IS NOT AS CLEAR AS THIS NOTICE, �---- __-`_` � _-_,-4 _i-� J IT IS DUE TO THE QUALITY OF THE No 3e ORIGINAL POCUMEP T ►II ► I I► IIIIIIIIII�ZII►IIII9II(IZIIIII I �Z! ► II►ibIlZIlIll I►£I]II ZIII I�I III�IIZI III II1IIl1lZ i)►llllUlllZilllll►8!I l IIlii II I 6I 1I�[IIIIIIILI I�IIIII II 9I I((IT.lIIIII4I��IiIIIIlI III6I TIII� it I£IIrITIII I IIIZIIflTIIIII►Ili�lltl�ll�ol�llTllllll1111181111111IllBlll►lI lLUlL1t111I 11U �lullull4 ( T� T!c t l � Tlll, I91II►I �II8Z►III IbIZ LI II -� a - - FLOOR JOIST SCHEDULE * o G.L. FLOOR BEAM SCHEDULEJOIST HANGERS 1 MARK SIZE GRADE CAMBER MARK SIZE LOADING DIAGRAMS LEDGER ANCHOR FOLTS (SIMPSON STRONG-TIE) Z L 0 100 PSF LI_ O F131 5 '/1 x 19 1/2 24F-V4 NO CAMBER MIT2.06/16 to FJ1 16" SJ--250W 0 24 O/C 22 PSF GL 3/4"0x10" 0 16" 0/C STAGGER (I'JT2.06/14 AT FB2 5 1/8 x 19 1/2 24F-V8 NO CAMBER _ 1 RIM BOARD) O LY F 5 1/8 x15 24F-V4 NO CAMBER 125 PSF LLFK © O - FJ2 20" SJ-550 0 16" 0/C 25 PSF DL 3/4"000" IN PAIRS 0 8" 0/C MIT420 FB 4 5 1/8 x 15 24F-V4 NO C.� MBER FB5 8 3/4 x 24 24F-V4 C=3600 R. 50 PSF LL :120 '-- FJ3 20" SJ-350 0 24" O/C 22 PSF DL 3/4"000" IN PAIRS 0 16" 0/C MIT3520 L ot C>> -{ ; FB6 5 1/8 x 15 24F--V8 NO CAMBER - FEi7 5 1/8 x 15 24F-V4 NO CAMBER 25 PSF LL 50 PSF LL (6ti✓�' �3 04� 17J4 20" SJ-550 0 12" O/C 25 FSF' DL 3/4"0x10" IN PAIRS 0 12" O/C MIT420 F88 8 34 x 42 24F -V4 C=3600' R. F BR 101 (11i \ � / 125 PSF LL 1.nA31 22 PSF DL D3 {� FJ5 16" SJ-250 0 24' O/C P=100 PLS I - 100 PSF LL y N/A ,� IUT2.06/14 U I P=100 PLF 22 PSF DL 1 0LL Q� -4J 125 PSF LL_ c- FJ6 20" SJ-350 0 24" O/C 22 PSF DL 3/4"000" 0 16" O/C STAGGER MIT3520 U ' ® FJ7 SODIC' NAIL--LAMINATED 2x4 CONSTRUCTION GRADE N/A N/A .. H1 5 1/8 x 9 24F-V4 NO CAMBER 3 1/2" \� 100 PSF LL H2 5 1/8 x 10 1/2 24F-V4 �'0 CAMBER � \\ -- FJ8 11 7/8 SJ-250W 0 16" O/C 22 PSF DL N /A N/A LTJ 1 1 4F-V4 NO CAMBER �� I \ © H 5 1/8 x 6 /2 2 _ C-D r 00 r- fz _ H4 4x12 DFL NO. 2 - co q ) OCSO Q Il[ ,� r I O 00 m � i O �J f / i 1 O I - o C`J f I I I / i ALL JOIST (EXCEPT FJ7) ARE WILLAMETTE c \ I INDUSTRIES "STRUCJOIST" I-JOIST PRODUCTS. �, ** SEE DOUBLE JOIST HANGER SCHEDULE FOR HANGER AT DOUBLE JOIST. I g cJ D DIAPHRAGM NAILING SCHEDULE DIAPHRAGM NOTES: DOUBLE JOIST HANGER SCHEDULE L'' ZONE BLOCKED NAILING 1. ALL NAILS TO BE 10d SHORT COMMON NAI;_q. JOIST HANGER A 2ND FLOOR DIAPHRAM NAILING PLAN BOUNDRY (B.N.) 0 CONT. EDGES 0 STAGGERED EDGES 2. WHERE SPACING IS LESS THAN 3" 0/C, STAGGER NAILS IN 2 ROWS (2) 11 7/8" SJ-250W LBV4.12/11.8$ 0 SCALE: 1" = 20' y 2 1/2" O.C. 2 112" O.C. 4" O.C. SPACED 1/2" MIN. APART. O Y 4" O.C. 4" O.C. 6" O.C. 3. WHERE BLOCKING IS REoURED, PROVIDE 2x4, FLAT, BLOCKING. (2) 16" SJ-250W LBV4.12/16 11 Y 6" O.C. 6" O.C. 6" O.C. 4. SPACE NAILS 0 10" O/C AT ALL INTERMEDIATE SUPPORTS. (2) 16" SJ-350 H8351 2 6" O.C. 6" O.C. b" O.C. 5. FLOOR PLYVvOODTO 9E GLUED TO ALL SUPPORTS AND BLOCKING (2) 20" SJ-350 N83520-2 \ r N WITH I ONSTRUCTION ADHESIVE. T C D � (2) 16" SJ-550 H61416-2 N _� �- - �J 20 20�! (2.) 20' 6. AT PLYWOOD JOINTS THAT DO NOT REQUIRE BLOCKING FOR SJ-550 HW'U?.12/20 U—moi - DIAPHRAGM STRENGTH, SUPPORT EDGES WITH 2x4 BLOCKING, FLOOR JOIST PLYCLIPS OR T&G EDGES. � Q7 (2) 20" SJ-550 H81420-2 S U) 7. SERE FRAMING PLAN FOR TIE STRAP REQUIREMENTS, UNDER ROOF JOIST (J TIE STRAPS, REDUCE NAILING TO 6" 0/C TO PREVENT SPLITTING. O O ® ® 8. SEE DETAILS FOR NAILING TO BEAMS/DRAG ST;?U7. . CIS U Q� v 0 -----.-- -- (2� ROOF BEAM SCHEDULE ROOF JOIST SCHEDULE * I _ _ MK SIZE GRADE CAMBER NCTES MK SI LE SIMPSON STRONGJOIST -TIE) T1E * /^ O n NOTES LEDGER ANCHOR B01-TS ( ) CDI I, II R81 6 3/4 x 48 24-OOF--V4 3600' R. �� N II RJ1 NOT USED � I - ---_-_ I 3C STAGGER 4 3 "0x10" 0 16" 0R MIT420 CIS ! RJ2 20" SJ-550 0 24' 0/C SEE LOAD DIAGRAM / / R93 8 3/4 x 60 2400E-V4 3600' R. 11 �\ n n II �� o - _ RJ3 16" SJ-550 0 24" 0/C SEE LOAD D1,4GRAM 3/4"0x10" (� 16" O%C STAGGER MIT416 v l 1 of N '� 1600' R. ;� � } i I RB4 6 �/4 x 22 1/ 1 RJ4 16" SJ-350 ® 24' 0/C 17 PSF DL, 20 PSF MISC, 25 PSF SNOW N/A 83516 I RB5 6 3/4 x 21 3000' R. II li w RJ5 16" SJ-350 0 24" 0/C 17 PSF DL, 25 PSF SNOW N/A 83516 II !! RB6 6 3/4 x 21 3000' R. IT RJ6 11 7/8" SJ-250W 0 24" 0/C: 20 PSF DL, 25 PSF SNOW N/A 'f2.06/11.88 l RB7 6 3/4 x 24 1600' R. RJ7 11 7/8" SJ-250W 0 16" 0/C 20 PSF DL, 105 PSF SNOW N/A ITT2.06/11.88 O ® III RBF! 5 1/8 x 19 1/2 1600' R. RJ8 11 7/8" SJ-250W 0 24" O/C 20 PSF DL, 60 PSF SNOW N./A ITT2..06/11.88 l i I I A RP9 5 1/8 x 19 1/2 1600' R. I I RB10 5 1/8 x 19 1/2 - 1600' R. I I I -- I P811 6 3/4 x 19 112 2400' R. - \'.fr- PB12 6 3/4 x 28 112 2400' R. RB 13 5 1/8 x 24 240OF- V4 2400' R. 4.__ * ALL jROIS*fSPTRUCEDOARE WILLAMETTE ti i 17 FBF IVDU_ ES �y - �9Ftt� 25 PSF SNOW 1_ * SEE DOUBLE JOIST HANGEF SCHEDULE FOR —" 17 PSF DL HANGER AT DOUBLE JOIST. JUN 21 ZOU1 5 � I NOT F()q CON3BRi.A(iTb --� }-� �,� Ij� RJ2 & RJ3 LOAD DIAGRAM �`��+�� A � �. BUVLI3iI,lG OFFIG:;-,AL 51-MEET N: BRADFORD CONRAD 1 CROW ENGINEERING CO. S2m5 rB ROOF DIAPH'RAM NAILING PLAN /� CML o- STRUCTURAL + I�CNAMM INI MUM i� 10180 SW NIMBUS, SUFE j3 1301h Ave. 10720 BUP2002.00234 SCALE 1 __ —_ 20' __--_ .____ TIGARD, OR 97223 16 of 29 �+ " a PH. (503) 639-6601 FAX (503) 639-6231 ECCE JOB NUAiBER: 01371 DKA PROJECT 0: 1501 wassAk NOTICE. IF THE PRINT OR TYPE ON ANY I !rIII !IIIIIiII IIIiIII 1111111 IIIIIII � IIIII T fI1IIII Ifrlr�i_ IItIII;111111I�1IIIl 1111111l1111111 VIII IIIIIIIII IIIII�I (11111' VIII IIIIIIII(i 111IIIIIIIIII�I IIt11Ii� IIIIiII III III -_.7- � v�,,� IMAGE IS NOT AS CLEAR AS THIS NOTICE I I 1 I L I - I- - - L - I-- -- I�l - I --61- `I � .1 I --�gL- -- I - -_ L 1- l -10L IT IS DUCE TO THE QUALITY OF THE -- - - - -- --- - — - - - -- - t'.:�- If Z - Lz. - 97 4Jz b2: Ez z i2 Oz 6 [ fill Li 9t 4[ ibi 18i I T Il T T8 (8 L 9 4''1I11'1IT�1''I1111 £ I ORIGINAL DOCUMENT E ez a I 1 I I I r I I I --�--� I I I �W�llU f �' 11 ' I"! 1 I �II I �II'I!IIIIIIIIIIIIII�IIII IIII�IIIIIIIII�IIII III!IIIL IIII�IIII�IIII�IIIIII!II IIII IIII IIII IIIIIIIII IIII�I,II IIIIIIIiliili!Illll�llllliill Il�lllllllllllllllllllll�llll �llll llll�ll 11111 LLIllI�IIIIIIINII � III 11111.1111111111�11111� 1�1111�11111 I►!(III ►Ill► s w A B 3 4 - --- - -- -- -- - —-- - -- ------ - N S6'-0" 4 53'-10" 56 0" ------ — - -------- --- - - - - N SCUPPER FOR R ^� `� a --- --- - - OPENING FOR cf) S4.4 S4_4 ! / �UPPLIFR) -- O REINFORCING AT 4 I ! BEAM BEYOND - SEE (VER FY SIZE W +, 2 4x4'-0" TOP, OPENING FOR SCUPPER S4.4 ROOF LEDGERS SEE O F1 ( ) # - Y SUPPLIER (6) #5 EF 0 8" O/C I ) #5 � TOP OF WALL. " E 55.� � - � FOR REINFORCING AT 4 BOTTOM z SIDES (VI_FtIF SIZE W/ ) - ® CANOPY BEAMS 1 T CONC FOR REINFORCING AT 4 T CONC T L:ONC� 1" (2) #4x4'-0" TOP, -(2) #5 ® TOP 13 l!J 1 " ROOF LEDGERS SEE (2) #5 ® TOP - BEAM BEYOND - SEE t l BOTTOM & SIDES OF WALL Q u a 55.3 OF WALL-� S4.4 �` EL. 128'-0" 11 - ROOF LEDGERS SEF: 11" L.. 12 -O L. 128 -0 / IT I - --- ------- I - GL BEAM -TYPICAL I ,�► n! 4 TYPICALILLT PILASTERS ® (2) #5 VERT FOR REINFORCING AT ' 3 I (2) #5 VERT - FLOOR LEDGERS SEE TACH JAMB GL BEAM- I (2) #5 I I (4) PLACES tt 4 EACH ,!AMS 1.0 ^p S3.2 SEE o 1 y z c. _ I sa/ (2) #5 ABOVE �� (4) #5 VERT, - j \ t 71 (4) #5 VERT, I in 1 � 4' MIN BELOW WINDOW, E>+ FACE - BEAM BEYOND -� SEE >< EA FACE I t2) 5 A80VE & / t r-M 8 O/C S4� FIN. F OOR 0 8" O/C--' BELOW WINDOWS I x<11 I (1) #5 ® FOR REINFORCING 1�,1 T' - �iy O FIN. FLOOR FIN. FLOOR CORNERS ® FLOOR LEDGERS EL. 11 C'" F 8RP0� EL 113'-0" -y -- EL 113'-0" o I I I o SEE 3 I - - — = I I = 55 2 I aFvEv�At.oArn: t i --- TYPICAL I I I I I 4t4 ® 16' C C VERT - TYP. (2) #5 VERT TYPICAL ® 16" 0 VERT TY - �_ 5 16' - --# -- -� 9 (2) #5 VERT 0 - - - (1) #5 0 VERT I � -� (1)ORNERS 5 � 16 0 C HORZ I EA!'H JAMB J EACH AMB I # (6, �G" 0/ HORZ I CORNERS o U `1 I ' / - (2) #5 ABOVE & #4 0 8 0/C M ( BELOW AWIONDOW M Y I � BELOW WINDOWS I FIN. FLOOR FLOOR W/ 90 HOOKS FIN, FL I FIN. FLOUR I TOP BOT I � EL. 100'-0" --- FI_ 100'-0" T FOOTING EL. 100'-0" I / I I — _._ T FOOTING j L. 98 -8 EL. 98'-8" _ _ - -- - -- - -- - I - -- -_ _ _ � (2) #5 ® FLOOR LINE-� 1 (2) #5 � FLOOR LINE T FOOTING 2 #5 FLOOR LIN - 6 �- �— BEAM BEYOND - SEE TYPICAL EL. 98'-8" T FOOTIN S4.4 CANOPY BEAMS - SEE 55.3 AND S5.3 EL.. 9-/"-4" » 13" 8" CONC. WALL 13" (8 19 CONC. WALL 13 ,8 CONC.) A WEST EXTERIOR WALL ELEVATION B WEST EXTERIOR- WALL ELEVATIONS C WEST EXTi: �IOR WALL ELEVATIONS C� r� �+ SCALE: 1/8" - 1'-0" VIEW FROM OUTSIDE � � I -- -- VIEW FROM OUTSIDE r� ^+ SCALE: 1/8" = 1'-0" VIEW FROM OUTSIDE � SCALE: t/8" = 1'-0" • 5 XO QO 5 4 4 m 2s -10" T CONC 13" 11" -13° 20'-9" - --- ----- - 20'-9" 13" 11 3" T CONC EL. 128 EL. 128 -0 -_- I � I I 8 I i o I PIL,''TER SEE 10 S5.2 I o I ! 14 19 19 FIN. FLOOR FIN. FLOOR (2) #5 ® 1 OP ,, FIN. FLOOR FIN. FLOOR S4 2 (2, #5 4 TOP - I EL. 113'- 0" t EL. 113'-0" I OF WALL /4 S4.2 S4 EL. 113'-0" EL. 11 Y-O' WALL - - - - ri' ( T/ELATE & GL BE I I I T PLATE & GL BEAM r EL. 112'-10 3/8" I - ry 4 i EL. 112'-10 3/8" I o VER T - s' c - (2) #50 HEAD. - EXTEND U i 4 BOT. BEAM I = 2'-0" BEYOND OPNG (n M I VERT - 2) #5 0 END EL. 110 -0 — I (' I ® ..- I (2) #5 ® JAMBS � C � OF WALLS FIN. FLOUR I FIN. FLOOR FIN. FLOOR I I FIN. FLOn - C� _ `L. 100'-0" EL. 100'-0' EL. 100 -0' u N 11 EL. 100 0 I I I I i �— I__j __ __ _,L_ — — — — __ __j IGJ =, T F00T,N_ (2) #5 C� LO (2) #5 ® FLOOR EL. 98'-8" EL. 93'-8" O O 1�f 1 1 " (6" CONIC W�,LL 11 " (6" CONC. WALT_ cn ` cn .:j'l j^ ~� D INTERIOR WALL ELEVATION (�? LOBBY _ E INTERIOR WALL ELEVATION ® LOBBY �- I' SCALE: 1/8" = t'-0' �+ SCALE: �- Cll 0 5 ) Q� ; 164'-0" - - ---- - - - - --- - --- i OPENING FOR SCUPPEP. FOR REINFORCIN!, AT 4 (VERIFY SIZE W/ SUPPLIER) 13" i 5.. BEAM 1 OPENING FOR SCUPPER (2) #5 TOP OF WALL 13- ROOF LEDGER, SEE SEE (VERIFY SIZE W/ SUPPLIER) 55.3 .—(2) #4x4'-0" TOP, T CONC 54.4 2 BOTTOM & SIDES EL. 125'-G„ ( ) #4x4'-0" TOP, FBOTTOM & SIDES -- _ . _ I " I I Y � T I o -- \, BEAM TYPICAL SEE 14 / / I (2) #5 ABOVE AND S4 u FIN. FLOOR I BELOW WINDOWS _ �", EL. 113'-0" _ - PE R I T (R—BE � - 4� EAM 1 a --- FUR REINFORCING AT �AM SEE BEAM SEE -BE M SEE I �, S4.4 S4.4 S4.4 _— SEE I FLOOR LEDGER, SEE C-9 2 JUN .. i 2002 `�, BEAM 1 / (2) �j5 ADO \�� i \ / TYPICAL - #4 VERT AT 16" 0 C i NOT tr+ SEE \/ OPENINGS FUVRE Y _ FIN. FLOOR I \ _ I_ I� DMR _ �. .:"S �.�,r`'$��A0'VED EL. 100'--()' BUILDING OFFICIAL - - - - -- -- - - - - - - -- - - - - -- -- - - -- - - - _. ._ - - - - - -- -- - - - - -- - - -- - - - - - - - - - - - - - - - - - - - FIN. FLOOR SPEET a: - TYPICAL TYPICAL EL. 98'-8" TYPICAL TYPICAL (2) #`' BELOW (2) 05 BELOW (2) #5 0 FLOOR LINE FIN. FLOOR (2) N`' FULL HEIGHT (2) #5 TO 2ND FLOOR - --INFILL FUTURE GJOR WINDOWS BRADFORD EL. 97'-4" AT DOOR JAMBS WINDOWS WITH WOOD FRAMING CONRAD CROW ENGINEERING CO. CML • STRUMPAL� 1"awrLik" S3ml - 13"_(8'� CONC_._1_ WALL 101e0 sw N1r�Bus, SUITE J3 130th Ave. 10730 TIGARD. OR 97223 AUP2002-00234 17 of 29 F EAST EXTERIOR WALL ELEVATIONS PH. (503) 639-6601 FAX (503) 639-6251 ti �CMLE: 1/c�" 1'-U" _ VIEW FROM OUTSIDE BCCCE JOB NUMBER: 01371 DKA PROi Er1 w' e NOTICE: IF THE PRINT OR TYPE ON ANY I I I l t ! I I III I I III III I I ill III I I I I I I I I i III III III I I! I l l l I III III'III V I I I(I I I I! III I I I I l III 1 1 1 III I I I I I I I I I I 1 I Ill III 111 I I I 1 I I! 1Y 1'1 I rl 1 l►' Ill III ! I l l l !I 4 16 -1--i-�l lo� � ' � �-11-��— �--1�� IMAGE IS NOT AS CLEAR AS THIS NOTICE, � - ---_ J -_--1 - ---- 1------------1--- --------L ----_ ^� --- - - IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT E e z e z L z g z Q z ib 7, l fJ() T F Z 'li 17. 0 7, Q i 8 i Glt 8 t 4J�t 6 T I E i Z t T T.----- i B L I 9 i 9 I , � I loiI II � � 1�I I.II 1111111►� �I.I IIII�IIIIIIIII IIIII��I�IIII►I►I �illlllll ►Illlll�ll►► Iill �IIIIIIIII� I ►�►ll� I,IIIIIII IIIIIIIIIII►III�� I I� I ��I� � �� I � I ��,�l�ill �� II►II�� SII �. 3 e E a N !} Q e M I U I I N � F— ( 1� � 4/ / 152'-0°13" � � OPENING FOR SCUPPER ___ � -13" SEE SEE (VERIFY SIZE WITH SUPPLIER) (2) #4 x 4'-0" -_-_ v ✓�� .0 Q T CONC. BEAM 2 BEAM 1 BEAM •� 2 #5 TSP OF wall. ' EL 128'-0" S4.4 S4.4'— TOP, BOTTOM & SEE S4.4 Oy — - — SIDES. F 3RP0� �F'NEWAL DATE: IZ 1l O3 (1) #5 0 CORNER I I.v 4 MIN. I o 4' MIN. 4' �IIN, TYPICAL I (2) #5 ® JAMBS - FOR REINFORCING AT 4 1 ROOF LEDGER, SEE -� G z \ (2) #5 ABOVE AND /� I 55.3 U �� o x/ `x\ ,x., BELOW OPENINGS I Q� FIN. FLOOR I Q �. \� I - -- (11 #5 0 CORNERS .� EL. 113'-0" ® 9- --(4) #5 VERT, EA FACE f U (4) #5 VERT, - - t EXTEND 5'-0" ABOVE FLOOR LINE 5 II 4' 111N. (4) #5 VERT, �EA FACE. SEE . . EA FACE. SEE 17 <TYPI A N L - BEAM 1 F BEAM 4 L, #4 ® 16" 0/C, VER SEElz �- SEE S 2 FOR REINFORCING AT 3 e FLOOR LEDGER, SEE l (2) #5 ABOVE AND LOW OPENINGS I S5.2 FIN. FLOOR I I I I C f EL. 100'-0" CD I I 0O 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -I - - -- - - - - - - - - -- - �o rl T FOOTING (2) #5 0 FLOOR LINE oo ¢ t•r-� EL. 98'-8" x 3: a O 00 I 13" (8" cork. WALL73 A NORTH EXTERIOR WALL ELEVATIONS SCALE: 1/8" _ -0" VIEW FROM OUTSIDE r. O O j 4 2 � C!7 152'-0" I O O ---- -- ---------------- (2) #4 x 4'- 0" (n U (L) 13"2 TOP, BOTTOM &, OPENING i-OR SCUPPER 13" • — (� �- T CONC. —BEAM 2 -BEAM 1 -BEAM 2 O I EL. 128'-0" SEE SIDES. (VERIFY SIZE WITH SUPPLIER) SEE SEE (2) #5 TOP OF WALL S4,4 S4.4 �44 F I i ! 4' MIN. (1) #5 0 CORNER— i TYPICAL ' �� 4' MIN. 4' MIN. _ I (2) #5 0 ,IAMBS - o FOR REINFORCING AT 0 _ �----- L ROOF LEDGER, SEE (2) #5 ABOVE AND t 160 , I \ BELOW OPENINGS 0, FIN. FLOOR I \ J I V) EL. 113'-0" I v ® I (1) #5 0 CORNERS (4) #5 VERT, EA . ACE I EXTEND 5'-0" ABOVE_ ��-(4) #5VERT 5 2 - - - - - EA FA CE. SEE FLOOR LINE , BEA17 S4,2 S4.3SEE 4' MIN. BEAMI i I I S4.2 SEE 1 I I --— (EA# VERT, 5 FACE SEE r 2 I ___ X4.4 �--- 1,3 FOR REINFORCING AT 3 o 1 �\\ L(2) #5 ABOVE AND \� I I / I I FLOOR LEDGER, SEE S5.2 >` BFI OW OPENING- I FIN. FLOOR I i I I TYPICAL N C EL. 100'-0' / #4 0 16" O/C, VERTj Lill I T FOOTING (2) #5 0 FLOOR LINE - EL. 97'--4" _ 13" (8 C0NC. WALL PERMIT B SOUTH EXTERIOR WALL ELEVATIUrIS JUN 2 ) &2 �+ SCALE_ 1/811 = I'-0" VIEW FROM OUTSIDE NOT FOR CONSTRUCTIO UNLESS APPROVED BV QUfLDMIG OFFICIAL SI IEET sR ALBRADFORD CONRAD CROW ENGINEERING CO. S3m2 G C11M • SMUCrUM + MECHMICAP rWMEERS 2 Ave- 10730 10180 SW NIMBUS, SUITE J3 B UP2002-00234 TIGARD, OR 97223 13„t 29 PH. (503) 639-6601 FAX (503) 639-6751 BCCE JOB NUMBER: 01371 DKA PROJECT 0, 1501 NOTICE-. IF THE PRINT OR TYPE ON ANY 1 I I f I l i III ill III ill III I I III III III I i III I I ! III I I III I I I J I I I I I Ili III III III III Ill III I I I11 I I I I I l ! III III III III III I I IIIIIII I l l l l l l Ill III I l I l l l l III Ili III I I IMAGE IS NOT AS CLEAR Aci THIS NOVICE, I -� - I it L. ' I l �- - � -! I � - - I-61 I --�- -I 1-- ±— !--I $l I I I 1O l 1 - I - I--121 I IT IS DUE TO THE QUALITY OF THENo 36 9 Q ORIGINAL DOCUMENT f, 8 Z 8 Z L Z 9 7, �Z 6 Z EllZ zZ I Z O((Z 8 I 9 I L�I 91 9 I >b i Eli Z I T(I I I 8 8 L I ills 1111 IIII I!II III! Illllllll Illilllll Illilllllllllilllll Illlllllllllllllilllllllllllllllllll!Illlllllllll Illilll!!Illl�llllllllillll►Iilllllllll�llllllllllllillllllllllllilllll►IIIIIIII►Illllul VIII l l l� � . I � G.WL11 u<<<� 1111► ►�I 11►►�► I►Il l II �Il�u�u« � � u � r Z Q C) w h; io 1) 2 3 4 ✓ R - 36'-0" - 841-001 - F -- 4x8 TOP PLATE -- 2 1/2' - 0.7 T PLATE RF.NtWAII.DA 12 3► EL. 126'-10" T PLATE 3 3/4"0 x 12" AB 0 H �/C - 3" 1 13" c�$T�"- 1 S4.4 T CONC. T CONC T BEAM S4.4 S3.3 END WALL ABOVE --T BEAM EL. 128'-0" +--� EL. 128'-0" L. 12b -10" 2nd FLOOR CL. 1�6'-10' U s ( JAMBS0 1 I No 5 TjBEP.M GL B AM T BEAM I I (2) #5 ® HEAD EL, 126'-0 13/16 1 6 — = GL BEAM EL 125'-0 13/16'. _ S4.4 ;' U S C � S4.4 4.4 — — t2 I I ' MIN. (2) #5 C Fit AD--T F[L �— (4) #5 VERT FA FACE � 1 I I TYP. 3 �° 8 2) #5 x 4'-0'1 FIN. FLOOR _ FIN. FLOOR 54.2 1 M ® JAMBq 55.2 ® S4.3 EL. 113'-0" EL. 113'-0"� N (2) #5 FULL HEIC. - � 13 ) 0 JAMBS N i T/ ONC.. I I, (2) #5 FULL HEIGHT Qn GL BEAM-1 7 I WIN 54.2 I - - @ JAMBS (2) #5 0 HEAD ----\ -� I 18 2 GL BEAM O CD TYP 4 ® 16" 0 C VERT 2x12 BUCK 0 MIN. �3 2x6 STUD S4.4 - CASOEDBOPENI® I 12 M 2x6 STUD— I �, % CASED OPENING I TYP. 2 BEARING 00 1 BEARING I X I `� c 54.2 'S r--) FIN. FLOOR ,4,1 a WALL ELN 1000 0" ('� X WALL 00 FL. 100'-0 I I S4.1 m I - - - - 1 FOOTING t� �- - -- - - - - - - - -- - -- I -_ - T FOOTING T FOOTING _ - - - - - - - - - - - -- -- - _ _ -- -- -- -- --- - - EL. 98'-8„ EL. 98'-8" L J (2) #5 TO SECOND EL. 98'-8' N �1 0 FLOOR © JAMBS (2) #5 0 FLOOR !_IhJC i11 (6 CONC ALL. A NORTH GYMNASIUM WALL ELEVATION SCALE: 1/8"-1'—C" —_ f O O c U � (� cr_ c— r� f 4 C.� (D O 1 5 4 3 2 1 - CI) U N 84'-Op' O -4x8 TOP PLATE T PLATE -- 2 1/2" 3/4"0 x 12" AB 0 16" 0/C L. 126 -10 3 T LATE t3 EL. 128'-2" T CONC t 13" 1 S4 4 T BEAM T CONC. 1 T BEAM END WALL ABOVE S5.3 EL. 126 -10 S4.4 2nd FLOOR EL. 128'-0" O • — EL. 128'-0 EL. 126'-10 (2) #5 ® I GL BEAM \_T BEAM, N (2) #5 HEAD I 1 JAMBS I 6 1 EL. 126 -0 13/16 -#-� o 00 T BEAM GL BEAM 5 - -- = S4.4 S4.4 EL. 126'-0 13/16" S4.4 c� iI (4) #5 VERT EA FACE �—(2) #5 ® HEAD 4' MIN. 3 TYP. (2) #5 x 4'-0" 8 54.2 FIN. FLOOR FIN, FLOOR S4 3 ® S5.2 I� JAMBSell I EL. 113'-0" N EL. 113'-0 Z - (2) #5 FULL HEIGHT (�, I 13 'T/CI NC. (,I (,L BEAM e48_3 @ JAMBS (2) #5 FULL HEIGHT IS4.2 MIN ,!2) #5 0 HEAD 0 JAMBS � I 7GL BEAM - - S4.4oTYP. 4 0 16" 0 ZC VERT I \ 2x12 BUCK 0 -- 4' MIN. �, - —2x12 BUCK ® S4.4 2xC STUD TYP. CASED OPENING I -2x6 STUD BEARING 1 I CASED OPENING 2 5 I BEARING WALL S-r.2 S4,1 I I WALL FIN. FLOOR_ FIN. FLOOR S4.1 EL. t00'-0" -- - - - T FOOTING �FOOTING��- C �... - - - - - - - - - - - , Z -- � -- - - -- -_ -. _7 - T FOOTING EL. 98`--�' EL. 98'-8" (2) #5 TO SECOND EL. a8'--8" #5 0 FLOOR LINE FLOOR 0 JAMBS k - �-�-----�-6--.-C O N C)---W A L L PERMIT SE i SOUTH GYMNASIUM WALL ELEVATION JUN 2o01 �+ NOT FOR CONSTRUCT SCALE: /B"-1'_-0�" _-- Y BUILDING3 OFFICIAL sN1HE t BRADFORD CONRAD CROW ENGINEERING CO. _ /� VOL • STRICT M • WCHM MAL ENO KIM S3s3 L� 10180 SW NIMBUS, SUITE J3 BUth Ave. 107'10sa TIGARD. OR 97223 19 of 29 PH. (503) 639-6601 FAX (503) 639-6251 BCCE JOB NUMBER: 01371 bK�> F'ROJrC t st 1501 NOTICE: IF THE PRINT OR TYPE ON ANY 1 I 1- III III III III III III I I f I i III III I I III III f l l III III III III I ! III III III III III I I I I I I I I III III III III III III III I I III III IIIIIII III III IIIIIII III III III I I -.7 IMAGE IS NOT AS CLEAR AS THIS NOTICE, I I - I-.1 - -� -I — I I I I I- I 4 L_ I I I I 16 _ I -_ I I g IT IS DUE TO THE QUALITY OF THE No 38 ORIGINAL DOCUMENT �I IIIIIII IIIII II88IIIZII►I IIIGI1 ZIIIff ' II l III ►III►►IIIIIII6IIIIrI1111111,11 OlZll ►� eIII[II 8III[I � GII�Ii 9 tllll ilQllltllll II6IIITIIII�►ISllltllll�llZlllTllll�liltllilulullllTTllll�llllll8llll�illl�8llll�llllG lI llll�9l�lllI�lllIl4l�lI lllI1r I l S Z1.111I 11U tII�I�I�I,N»I II f i cv i z 0 I n >a B C CA� 32' 0" _ r - 1100,_00 0 r"- ti b17L -1 7/CONC T BEAM _ T BEAM = T PLATE 11" 5 W' T BEAM = T PLATE T/BEAM t3" F: EL. 128'-0" EL. 126'-10" EL. t26'-10" 5 S5.1 5 EL. 126'-10' EL. 126'-10' T CON �0 '�,�y �q�q QV T CONC S4.4 EL. 126'-6 1/2' � `S�' EL 1026'-6 1/2" EL. 128'-0" ti 3' F ti o F gRAO .' ' ► 3l 2 GL BEAM --J GL BEAM - GL BEAM GL BEAM GL BEAM -1 GL BEAM � GL BEAM E U 54.4 r GL BEAM- CL BEAM--/' GL BEAM- GL BEAM- 18 T/PLATE TS COLUMN - TS COLUMN TS S4.2 COLUMN TS COLUMN T/PLATE EL. 112 --10 3/8' � l ! 7 -� ! S4.2 EL. 112'-10 3/8" • -- N. 1F3000R,. T BEAM I T PLATE 1 (2) #5 0 TOP 4.3 I �. _3 I - 3 T BEAM FIN. FLOOR -� 54.3 S4.3 , EL. 113'-0" U j (,2) #5 ® TOP EL. 112 -10 3/8" I EL. 111'-6 3/8' I & BOTTOM 112'-10 31T (2) #5 0 TOP #4 0 t6" 0/C i GL BEAM — _ _ GL BEAM J #4 A 16' 0/C o VERT - TYP o �t L I �` VERT - TYP i 14 0 14 M o I #4 0 16" 0/C :3.. #4 W/ 90' HOOKS 3^ #4 A 16" 0/C �_ ' I (2) #5 0 END 54,2 �, _ X4.1 (2) # END VER - TYP ® � MIN. TOP & BOT VER - TYP ® I J OF WALL `o ,., N FIN. FLOOR T FOOTING p� OF WALL i I w, s X8 (FIRST BAR 2" FROM S4.2 , = I i p7 EL. 100'-0" EL. 918,_8' i I ) , T FOOTING FIN. FLOOR O _ ' S4 2 COLUMN EACH END I � �. z EL. 98'-8" EL. 100'-0" � C i i 0011 1 - mommuMIIIIIIIIIIIIIr - Q7 - -- - -- - - - - - - - - J L - - - -- -- -- - - - - - - -. ._ - - - - -! - � - - _ CD E_7 QT FOOTING -- -,- - -- -- [ - - - � -- - � " #4 W/ 90' HOOKS EL. 98'-4' (2) #5 ® FLOOR LINE ITFOOTING � � � � (2) #5 0 FLOOR LINE TOP & BOT (2) #5 0 FLOOR LINE (2) #5 0 FLOOR LINE J (FIRST BAR 2" FROM EL. 5'7'-4" m COLUMN EACH END) �-- » » O C� Ln 1 1 (8 CONC) WALLS 1 1 " 8" —CONC) WALL _ �1 1 " (8" CONC) WALL n A`00WEST GYMNATORIUM WALL ELEVATION ^ SCALE: i' O DO B A -c , 32'-0" 100'-0" 32'-0" L) � ^ T BEAM T BEAM = T PLATE 1 4x8 PLATE W/ T PLATE 11^ T BEAM = T/PLATE T/BEAM 1'-i" U 13 �. 1 t 3/4"002 AB 0 24' 0/C T/GONG EL. 126'-10" EL. 126'-10' EL. 126'-10" 6� EL. 126'-10" EL. 126'-10'\ T CONC LL EL. 128'-00" I T/CONC 54.4 S5.3 (S::4.4 T CONC EL. 128'-0" 0) -- -- EL. i26'-6 1/2" I (2) #5 ® TOP OF WALL - EL. 126'-6 1/2" - GL BEAM --TYPICAL #5 VERT 0 JAMBS .4'-0" GL BEAM U O 2 cn La S4.4 -►-� O T PLATE � I � Q _ S4.4 \ `. i --(2) #5 ,ABOVE (2) #5 A30VE // % \ � S4.4 EL.PLA2E 10 3/8" EL. 112'-10 3/8" I ./ OPENINGS N OPENIr'',.;-� FIN. FLOOR / 0 m T BEAM I o \ i I T BEAM FIN. FLOOR (� i EL. 113'-0" (2) #5 0 TOP EL. 112'-10 3/8" I % � _ % / \ I EL 112'-10 3/8" (2) #5 0 TOP EL. 113'--0" U - _ Q) O #4 0 16" 0/C (2) #5 0 FLOOR LINE -- � d a ® CIll 4 0 16' O/C GL BEAM I CENTER OPENING FOR TYP. #4 0 16 O/C VERT "' a ( GL BEAM i #VERT - TYP VERT - TYP i I ---" 0 .- I �� CN o 14 DUCT UNDER DOOR. � (2) #5 ABOVE 14 1 r---- SIZE BY HVAC �2 o (2) N5 0 END 54,2 N OPENINGS I d M i ! CONTRACTOR. SUBMIT r., `� OF WALL i �'� SIZE TO ENGINEER > (2) #5 TOP, BOTTOM & SIDES I 54.2, 2 #5 0 END i Q� FIN. FLOOR T FOOTING ® �- 2 5 IN JAMBS OF WALL ® � PRIOR TO FORMING. OF OPENINGS. EXTEND ( ) # o FIN. FLOOR EL. 100'-0�I EL. 98'-8" _ i I 2'-0" EACH SIDE. I z EL. 100'-0" f I T FOOTING T FOOTIN (2) #5 0 FLOOR LINE EL. 97'-4 (t) #5 Ccs FLOOR LINE EL 98'--B" E 11 8 CONC WALL E 11 (8 11 CONC) WALL _ 11 8 CONC) WALL 13 WALL ELEVATION GRID ti SCALE: 1/8"s 0" _ IT SET 3 JUN :a NOT FOR CONSTRUCTIO, N UNLESS APPROVED BY BUILDING OFFICIAL 5NEET # ALBRADFORD CONRAD CROW ENGINEERING CO. CIV L • STRUCTURAL • Y[CNANWAL 1"N[[RG S3m4 lam+ 10180 SW NIMBUS, SUITE J3 130th Ave. 10730 TIGARD, OR 97223 BUP2002-CO234 20 of 29 PH. (503) 639-66C1 FAX (503) 639-6251 BCCE JOB NUMBER: 01371 DKA PROJECT R: 1501 NOTICE: IF THE' PRINT OR TYPE ON ANY I I I I IIIIIII ISI IIIIIIIIII �I ' III IIII IA I 11 � `rCIMAGE IS NOT AS CLEAR AS THIS NOTICE, 1Q IT IS DUE TO THE QUALITY OF THE ' No 36 0'=2r ORIGINAL DOCUMENT -T8 . - G- 9 - 9 -- -- £- (III`�IIIII�IIIIIIIII►I►III►I►�II�I�III► ►Illll 11 � III�III►1►I.I�Illlllllilllllllll�lll�lll�lll(Il�lil►IIIIIII � I►II � � � dd � � �iiiii�il��i��►�►<<Wl��i�u�l� i�a�>,�.uuliiiil4il I l E i� g l J O O I d) U y O Z �v 3 0 i O Q Gj� 321-010 - -- _ 100'-0" 32' p.. C1 (Y I — 4x8 PT PLATE W/ 4x8 PT PLATE W/ h 3/4"002" AS ® 48 0/C 48" 0/C T B_Er,M=T PLATE 13' 11 --(2) #5 0 TOP OF WALL (;L BEAM ,PL 0 9 5 2x8 PLATE ON TOP (2) #5 TOP OF WALL-- i t" EL 128 -2 13" 1 ,3 �_ `-EE DE1AlI_ S4 4 OF GL BEAM GL BEAM 9 v ✓ (' 4 O T N - i X51 SE.E DETAIL c Tr BEAM O (,�y `q1 Q 2 EL. 128'-0 ,4.4 EL. 26'-5 3/8" '� 3 O GL BEAM I GL BEAM BRP�� s RF'*iPWALDATL►: 1 3l 03 G_ BEAM (2) #5 (2) #5 _ �� GL BEAM "'- ® HEAD �-- --- ® HEAD 3 AND SILL AND SILL S4.4 \� 1 0 ;�, \ _ GL BEAM 1�1�.AM i X�\(1) #5 0 CORNER -- 8 —' � \` EL. 124'-0 1/2" S4.4 Q� - � S4,4 " . #5 ® CORNER — EL. 113000" ---- (4) �i 6 FIN. FLOOR - (4) #5 VERT 6 (41 #5 VERT _ 13 EA FACE, SEE , S4.2 �- EL. 11' -0" _ - - -- EA FACE, SEE (j:4.2 , GL BEAM ® IAMB (2 5 ® END OF WALL/ y 2 5 ® ND F `.�4 — (2.) 115 (2) #5 ) # - `! ( ) # E 0 LL (2) #5 0 JAM GL BEAM _ 0 2x6 BEARING WALL- ® HEAD 9 - , \` 9 ® HEAD 2x6 BEARING WALL o I S4.2 "' 4•�-NON-BEARING I- NON-BEARING STUD WALL I �" �- I STUD WALL —� � N FIN, FLOOR UNDER BEAM — I _ — EL. 100'-0" _� O UNDER BEAM _ � FIN. FLOOR i i I EL. 100'-0" O CIO - _ (_0 � T FOOTING -- - - TYPICAL -� - T FOOTING T FOOTING - — — — — 41 — CMCJ EL. 98'-8" TYPICAL #4 0 16" 0/C VERT �, 4'-3" EL. 98'-8" EL. 98 -8" #4 0 16" 0/C VERT T F TING x 00 #5 0 FLOOR #5 0 16" 0/C HORZ #5 0 SLAB #5 0 16" 0//C HORZ EL. 97'-4" O m0 CD Ln C� Q 3" � 1 ,E 1 ��" CJNC WALL ,_ E 13" 8" CONC WALL a.: f A WALL ELEVATION ® GRID LINE 3 ^ SCALE: 1/8"=1'-0" 1 f 0 U U w � � N � � N r\ 4 C r ) t � v-d C O � U N C.n 0 Q_ � rn cn G PERMIT SE JUN 2 l U2 ' T FOR CO3N0T;,IUCTI Un�"uf-'.S' a°��1�ROVED S SU;LDING OFFICIAL ALCONRADRD CROW ENGINZERING CO. .R S3v5 A :MTIIl • S )MOLAL • MECMAMCU ENWNEIRS i+ 10180 SW NIMBUS, SUITE J3 BUP2002-OU234 130th Ave. 1U730 TIGARD. OR 97223 21 of 29 PH. (503) 639-6601 FAX (503) 039-6251 BCCE J08 NUMBER: 01371 DKA PROJEC-T A 1501 i NOTICE: IF THE PRINT OR TYPE ON ANY I � ;_ I_ -- -II-II-II-j-II�I jIjljlJIjIJljI� 1111111 Illilil 1 1I1 -I-11-1 1I1111111 III III III�I ' I IMAGE IS NOT AS CLEAR AS THIS NOTICE, 6 OZ-60-5 IT IS DUE TO THE QUALITY OF THE Na -II-I -sIlll�liRliffzlill�I 1811(1Z11 II�IIILIlI7I III-�I-I 9ILZII-I.I�I IIIITI. �z � s-ffz- � � I [f 36-- s-"-"_ ti. - I I -i -- El[ ji,ORIGINAL DOCUMENT Jill 11'1 IIIIZIII1IiI► 1111 111111111111 gIIII_Il� l��Jl I ' Ll ��-III��I► I�� IN P, INF RCING S(-HEDI_►LE GRID GRID (GRID E vO ., B LONGIT. TRANSV. ! 2'-0" (3) #5 NONE 11° OR 13° _ - #5 BAR - EXTEND 2' r z 2'-8 ' (3) #5 #3 C� 18" '" --SEE PLAN 3'-0" (4) #5 #4 � 18" � � �, - �1r---- BEYOND OPENING 0 DOOR SILL - SEE ARCHITECTURAL SEE ARCH FOR 3'-6" (4) #5 �4 ® 13" -- �- 3/4 x 12" x 12" BASE PL 3�-0 <I W EXTERIOR FINISH - (4) 3/40 x 12" AB \ \ I SIDEWALK SLAB I #4 x SEE ARCITECTURAL r SEE ARCH FOR ARCH FOR ,,i I I 3'—° q,ED PROf�J' T j%Al INTERIOR FINISH INTERIOR FINISH PLAN -- 211 ,— SEE DETAIL "1/-" FOR REINFORCING SCHEDULE - • • )1R ,014 Z cW U" � 0" - HORIZ STEEL - ALTERNATE HORIZ STEEL - ALTERNATE 10 MIL POLYETHYLENE O ZY q O 13,�g1 Q' SIDES '- SIDES OF VERT STEEL 'S' O .,IDES OF VERT STEEL SLIP SHEET �fi BRPO0 Q SEE ELEVATIONS SEE ELEVATIONS Uj `L COLUMN - SEE PLAN i i POUR AFTER g DOWELS TO MATCH VERT rJ � DOWELS TO MATCH VERT ' ' FLOOR/ROOF IS IN PLACE '- SEE E-�- & FNDN PLAN FOR FTG SEE WALL REINF - SEE ELEV'S ` J WALL REINF S-E ELEV'S ALT HOOKS (STD 90') ALT HOOKS (STD 90') i i • • U I meq. --b.grf�yfi.:::.,iil ....- - - '• r THICKEN SLAB WHERE E0. EQ. EQ• EO. \��--(2) #5 CST FLOOR LINE \ I I 4 EXTERIOR DOOR SILL DETAIL c� (2) #5 0 FLOOR LINE a - I I / OCCURS - SEE PLAN SCALE: 1 (DETAIL_ "T") 2„ GROUT - - Q ELEVi,TION VARIES FNDN PLAN III;II III ILII GRID (1) #5 x OPENING + 8'-O" (2) #5 . . t F � t l CN _ - -:3 3 CLRi CD CD _ ----- M J i I #4 x . - (DO �- (GYM SIDE) I _ SFE -PLAN FOR SIZE AND-REIN_FQRCING00 ' 3'-0" CORRIDOR SLAB r- . LONGIT. 00 BAPS TRANSV. BARS LONGIT. BARS - TRANSV. BARS -�I �' x L EQ 1'-1" _ EQ OR 13" EQ. �-�- I I B = VARIES - SEE PLAN B - VARIES - SEE PLAN _ __ __ Lni ° I ° CA- Q N 10 MIL POLYETHYLENE EXTERIOR WALL FOOTING DETAIL 2 INTERIOR WALL FOOTING DETAIL ;� COLUMN FOOTING DETAIL SLIP SHEET SCALE 1"=1'-0" (DETAIL "!+") �+ SCALE: 1"=1'-0" (DETAIL "R" (DETAIL "B") ^� SCALE: 1"=1'-0" `..� _ - --- 2 - — - --- SEE & FNDN PLAN FOR FTG N WALL --- WALL = C FOOTING JOINT WHERE OCCURS 2'-0" a I SEE FNDN PLAN W -_ WALL - C FOOTING 1 JOINT WHERE OCCURS (4) #4 — 5 INTERIOR DOOR SILL DETAIL - I SEE FNDN PLAN W 2 -0 JOINT WHERE OCCURSSCALE: 1"=1' -0" DETAIL "U") I SEE FNDN PLAN I I - II II CJ v r• U-. 00 CN vcv (2) #5 T& B (3) #s AT 2'-0" (2) #4 1'-6" TOP & UOT. L! (4) #J x 12 " .•, 9 C_ CI7 ®-.4 o TEP FOOTING DETAIL 7 DEEPENED SLAB DETAIL d DEEPENED SLAB DETAIL g DEEPENED SLAB DETAIL _ 6 SCALE: 1"=V-0" �+ SCALE: 1"_1'--O" - SCALE: 1"=1'-0" (DETAIL "S") ^" SCALE: 1'=1'-0" 1/8" x 3/4" DEEP SAW CUT WITHIN 12 HOURS OF LAP SCHEDULE_ POURING SLAB. BAR TOP * OTHER NOT` N #5 OR LESS SIZE BARS BARS -4-1 _ STIRRUP TI.a , 4,• AND HOOKS cn - a Ery #3 21" 16"Q) � � #4 28 22 � _ _ \ #5 35 27 STEM WALL d / WHERE OCCURS SAW CUT JOINTS SCJ #6 42 32 #7 63 48 i #8 82 63 CAST IRON _ SLEEVE 2" GALV METAL KEY #9 104 t',0 LARGER THANI / III-I I-�I III-� PIPS 90' HOOK / TOP BARS ARE DEFINED AS HORIZONTAL - REINFORCING, SO PLACED THAT MORE 4" THAN 12" OF FRESH CONCRETE IS CAST III' II II I I D IN THE MEMBER BELOW THE DEVELOPMENT I I Ili - LENGTH OR SPLICE. II II KEY JOINTS K JSCHEDULE NO PIPE - --- THROUGH ; -' BAR SIZES U / FOOTING 180' HOOK o I� #.3 THRU #8 6d _ _ #9 THRU #11 8d -11II 2 3'-0" MAX. x--1/2"0x16" DOWELS 0 24" 0/C 4d CONC. FILL #14 THRU #18 1Od = r , d - DIAMETER OF REINF. BAR ;III' / MATCH FTG _�_ 'I` * = MAY NOT BE USED IN PERMIT SET WIDTIi AND - 6� PLACE CONC , 4 MASONRY WALLS\ LAP °ER LAP SCHEDULE JUN 1 ,?UU1 ®� '-N EXCAVATION BELOW FILL PRIOR \ ABOVE UNLESS DETAILED !' TION 1 0 E N THESE LINES TO POURING OTHERWISE --�M `� � � �1 �� \ FOOTING DOWEL JOINTS (DJ)�.� BACKFILL 90? DENSITY - NOTES. __ -- - - - - �� .,,� �1PIPs'�o'1SE® BY PER SPECS. d -.. � � ..4::r..+w OFFICIAL. (NOTE. LENGTH OF CONC. FILL = PIPE SLEEVE +1'-F)") 1. CAULK JOINTS W/ TYPICAL 1 Z r, "d OR 1 L— - S 84g. DINGi OR 1 JOINT FILLER AFTER SLAB IS 13 w "MAX AGGREGATE 6 MAX. SLOPE CURED. SEE SPECIFICATIONS. 135' HOOK & OFFSET 2, SEE FOUNDATION PLAN FOR LOCATION OF JOINTS. BRA")FORD ALC014RAD34ml 10 PIPE & TRENCH LOCATIONS 11 CONCRETE SLAB JOINT DETAILS i`� STANDARD REBAR BENDING, CROW ENGINEERING CO. `— ;r ALF NONE CML • STRUCTURAL i IIECH04CAL IM MIIERS ^� SCALE: t"=1'-0" �+ SC'ALE 1"_1�0' 130th Ave 10730 _.-____ 14190 SW NIMBUS, SUITE J3 BUP2002-00234 -- TIGARD, OR 97223 22 or 29 PH. (5013) 639-6601 FAX (503) 639-6251 BCCE JOB NUMBER: 01371 DKA PROJECT A' 1501 NOTICE: IF THE PRINT OR TYPE ON ANY 11 I(I I r III III 11 ' III III III III ! IIIc ! III IIII III III 11f 1 f 1 1 III III 1111 1 1 III I {I ' l I l i 11 111 1 i,l, I •I ,. ,,•.1 I I I I ;I !;I I I I I l I i III I III III 1111111 III III I 111111 1 I.I. I I I ' I I I I I I -- Z- I I I I I I I ll I I II I I I �111 12-- - — g� — ---- 1 -- - -I - _� _---- 4 IMAGE IS NOT AS GLS 4R AS THIS NOTICE, L - 1 __---. ---- _ _-------1 -- -- - -- --L------ - _----1_ -------_.____L -t __ - - -- - -- - i Z U Z 811 R t L 9 T 41 b' I - -- -Z t fi[ — T 8 -- $ 9 --9 -- �""3e T a rug IT IS DUE TO THF_ QUALITY OF THE _ _ _ 1 ORIGINAL DOCUMENT iJ 18Z RZ I LZ 91Z SIZ 1bZ S I 11 I I I I I I I � II I ii �� I ii I ILII II: IIIIIIIII IIIIIIIII�IIIIII►II�IIIIIIIII:IIilllll��IILII►I►I�IIIIIIII►�I►IIIIIII�uu�llllull uu ulW.uJ 11111111111 Flu IIIII�II ' 1 jj I Ill�lllllilll�llilllill IIII�III{�IIIIIIIII�IIII�III � II 1 III I,II I�Iillillll�lll I I Iil�ll II I I III � III �IIII�IIIIIIillll III IIIIIIIIII . II i i 7 c , 2 -U" R 0 VARIES R.O. ct3 0 _ CURNER BARS - SIZE R. -� �—_— - ----- --- ---- _---� Z rIj I 2 0 AND SPACING TO MATCH 0 � #5 VERT BAR H0RIZ REINF ® CORNER - 2' ----- 2'-0" CORNER BARS - SIZE OF AND SPACING TO MATCH -- f HORIZ REINF • �__________�___=_____ __-______�- ------ -------- --- - - -- 4' 0 B WALL + ------------- 4" 0 8" WALL . PLACE VERT BAR • • --- - ., �— — - ---� ® CL WALL 0 3 0 6' WALL • -- •- 3 0 6 WALL , .-`-- -- - • - -- -o DOUBLESTEEHERE CURTAIN �tF 0� !2) #5 VERT 0 END--/ INDICATED ON --- - OF WALL OR JAMB WAIL ELEVATIONS (1) #5 VERT At. 016 __P LA N PLAN _ PLAN PLAN �--J 1 TYPICAL CORNER DETAIL 2 TYPICAL WALL INTERSECTION 3 — NOT USED — 4 WALL END DETAIL 5 WALL PIER DETAIL ' ^ t 1' o" DETAIL C" ^+ SCALE: 1" = t'-0" DETAIL "D" SCALE: t" = 1'-0" _ r.. SCALE: 1" = 1'-0" DETAIL "F" "� SCALE: t" = 1'-0" DETAIL "G" (6) #6 VERT l-(4) #6 VERT 1 (4) #5 VEkT EF 0 8" o,c, 1 _6+ 1B" N � BEAM _ _ #3 TIES 0 6" oc 16 #3 TIES ® 5" x " ++ - - --- 9 9 " N 6" -L-9- (6) #5 VERT ", N N #3 TIES 0 5" oc i 17 CD CD 00 - --- c , N -7- I -- - =-___ ------ --- x .r I 16 1/2" 16 1/2" --(6) #5 VERT N 3 I I „ I 1 ; I I I Ct0 I/ '/?- - -2 - ?-- I I I m 8 4' 4" g" (4) #5 VERT EF fi-- i---- #3 TIES 0 5" oc N �' / w - In BEAM BEAM 15" ( I -._? I --2 11/2" C CD N - -- " „ , 2 1 2" '� ' 0 � Q I 6 i/2 6 1/2 / PLAN PLAN_ PLAN PLAN PLAN s WALL PIER DETAIL 7 WALL PIER DETAIL 8 WALL PIER DETA iL _ 9 WALL PIER DETAIL 1 o WALL PIER DETAIL F �+ SCALE: 1" = V-0" DETAIL "H" ^+ SCALE: 1" = 1'-0" — DETAIL "K" ^� SCALE: 1" = 1'-.0" DETAIL "L" "� SCALE: 1" = 1'--0" DETAIL "M" ^+ SCALE: 1" =_1'-0" DETAIL "N" r116 16 1'-0" * 1 0° OPENIN_G_� 5 16 (6) #5 VERT 11" TYP. 7" Zv3m 3" GL BEAM 16 " 7" TYP. PT 4x PLATE BEAM MKFB6 > IF83 OR F87 #3 TIES 0 5 oc 5/16 5/16 5/16 ✓ I 7"FOR HANGER SEEGL BEAM (4) #5 VERT MK F84 FGL BEAM S- ' �' MK F83 U •��- • - -_ _-_-_ EACH FACE I' c -- --- , `o _ o �-- FLOOR I-..101ST • • • _.--- -R - -�=__ - -- =- -- I =I =- d SEE PLAN AND _ - — _- ---- - -- - -- °., ' =-fid= - =-=- _ - SCHEDULE - N CONC WALL "' \ - - - - - - - - < • "' LINE ABOVE O° / - - - ;' N 1 4 d Al 7, s - ---- 1/4 N < _ PLAN @ 0PENIr; j 3 1/2" I ! - _____--- 1 4 BEAM SEAT 144 - - -_ _- • °° (2) 3/8" x11"x15" SIDE PLATES �I� P P �!� _ I 1/4 _ Nf 3 1/2 _____ \ (9) 3/4"4x7' A307 BOLTS , T 4x LATE EAM SEAT Q- ,Iv -- -- (1) 3/4"x5'x5 1/4" BRG PLATE _ 1 (1) 1 1/8"x7"x16" BACK PLATE i (2) 3/8" x11' x9" SIDE PLATES -� BLOCK OUT -� (3) 3/4"0x7" A307 BOLTS v� 2 1/2 3 1/2" _ e _ 4 (4) #6 x 5'-0" A706 REBAR BLOCK OUT (1) 3/4"x5"x5 1/4" BIRG PLATE (1) 1 1/8"x7")<16" BACK PLATE - -- I BEAM SEAT 1 (3) 3/4"0x8" STUDS O �--- "'-'T' ----- , 4" 1 3" 4" (2) 3/8" x11"x9" SIDE PLATES (3) 3/4"mx7" A307 BOLTS `� '� (1) 3/4"x5"x5 1/4" BRG PLATE CONC WALL - Zl� N®TGi�ID OPPOSITE HAND �= CONC WALL (1) 1 1/8"x7"x14" BACK PLATE / L �-- (3) #6 x 5'-0" A706 REBAR J CONC WALLS PLAN � 14 FLOOR BEAM DETAIL 18 FLOOR BEAM DETAIL ^+ SCALE: I" = 1'-•0" ^' SCALE: t" 1'-0" —_- - 12 INTERIOR CORNER DETAIL _ 13 FLOOR BEAM DETAIL PLAN ® WALLS ^ SCALE: 1" = 1'-0" DETAIL_ "P" ` �. SCALE 1" = V--0" -- 124" WIDE x 42" BLOCK OUT GL BEAM MK F97 11 PILASTER "PI " DETAILS BEAM MK FB5 ..r SCALE: 1" = t'-0" DETAIL. "0" 8 ` - -. DOOR JAMB. SEE — -' ARCHITECTURAL1 3/16 •(6) ! 9 VERT EF -0 8" o.c. _ + (1) SIMPSON "HS" 1" PLYWOOD SHIM, �. i EACH SIDE -- . (5 1/8"x5 1,12") v PERMIT SET 4.. 0 8" WALL {.-• JUN 2 1 1uu. ------ -- - �' M SEE ALSO 2 - 3" 0 6" WALL _ - - S5. '';> aTN CONSTRUCTION BEAM SEAT - �,. Y:. .xAPPIRO'`�' D BY \ _ 1) 5/8"x14"x32" BACK PLATE �� ,OFFICIAL -� 5 16 �2) 3/8"x9"x22" SIDE PLATES \-_ _ ) 1' x6"x8 7/8" BEARING PLATE 8" 4" 4" 8" " 2 3/4"0 x 11" A307 BOLTS 2'-0" MIN - (2) #5 ® JAMBS - - - - -- - TYP - P �81 � 3/4""0 x 9" AB WELDED TO 19 FLOOR BEAM DETAIL VARIES BEAM 5/1 E' - BACK PLATE SCALE: t" = 1'-0' — BRADFORD PLAN AL CONRAD CROW ENGINEERING CO. S4m2 _ —l`ML • 9?Rl1CTURAI • II�CNAMCALEM9WEERS (:UNC WALL_ - — - _— 130th Avr,. 10730 10180 SW NIMBUS, SUITE J3 15 TYPICAL WALL DETAIL TIGARD, OR 97223 13UP2002- 0234 17 FLOOR BEAM DETAIL 23 or 29 SCALE: 1" �1'-0" 16 WALL PIER DETAIL PH. (503) rs39-6601 FAX (503) 839—l32S; SCALE t" = 1'-0" ECCE J09 NUMBER: 01371 DKA PROJECT 4' ^ s�ALE: 1" = 1'-0' ----- ------- - _ __.�_ 1501 NOTICE' IF THE PRINT OR TYPE ON ANY L-I I III I ; ' III III III III I I III III 11 � I I III III III III III III III I l i 1 1 I I I I Jill 1 11 III III III I I III III IIIIIII 111� 11 III 1 11 1 1 1 III IIIIIII III III' 1 111 1 11 III III VIII I ._.. L IMAGE IS NOT AS CLEAR AS THIS NOTICE, 11 I + I �I I I I I I 1 41 _ I I I ` I I I ! - -- - -_ _ - ._ . _I _- - ---�- - -- - -1 �I _ - - 61__- -91 =- � - 10�- IT IS DUE TO THE QUALITY OF THE Nv 3e ORIGINAL. DOCUMENT E 6JZ 8IZ LZ 9Z �Z bl7. '11111111 , �Z lZ OZ 611 BI Li T 4t *1 Et Zt [I �i 6 B L N I 4 I tit i 9 IIli1 Illlllllllllll�illlllllilllll�lll!II IIIIIII Ilii II II I I II II IIIIIII II II ff !! (( III I I ! I II IIIIIII ►11 ►i I� VIII 11 ill I�I II �III�I III II I�I�IIIII�IIII�IIII�II11�1111�1111�.IILIIIII �l II jj l i II I.I. IIII�IIII�l111W.11�lll�lllll ll 111111 II�NIII I. el 11...- 10„ J c O n cD i al C) c 24" WIDEN TYPICAL WALL FOOTING 21 #4 0 16" O/C E/W BOTTOM - m " >' 24 PLAN at (1) #5 0 VERT - \ 00 Z N \ -- - , _ • �� • `•, i i 3/4 x 12" 14" BRG PL 3 (4) 3/4"0 AB14 WINDOW JAMB. SEE APCHITECTURAL I I I TYPICAL CORNER BAR i I 4x PL =�— - -� -I _=-J r U -0.. (1) #5 0 VERT • I AIN I I7z -- - - 1'-2 1/2" I 6" CONC WALL i • f -- - (8) #6 VERT #4 0 12" VERT J 0 L I. 4 #3 TIES 0 8" oc MAX (2) #4 TOP & BOTTOM ' - & (3) #3 TIES 0 2" oc 0 TOP N - " COLUMN O N ABOVE co 13" 27'-7" C-C WF COLS r - -_- (3) #3 TIES 0 2" o.c, 00 �[ 0 TOP OF PILASTER WINDOW OPNG 4'-10" x -- 30'-0" 0-0 PIERS 0 I - 6 CANOPY FOOTING DETAIL IN PLAN _SECTION A—A �► SCALE: 1" V-0" i WALL DETAIL 3 DE'T'AIL ' 1 i ` SCALE: 1" = 1'-0" ^+ SCAT E: t" 1'-0" n _ 30'-0" 0-0 PIERS SECTION B—B V I 1,-2 1/2„ i Q I I ' 3/4 x 12" x 14" BRIG PL � COLUMN r -� I (4) 3/4"0 AB T/FLOOR F4xPLATE - SEE DETAIS5 21 '-0 I HOR BOLTS 13" I PLATE \ I�L. 111'-6 3 8 N I I (4) #5 VERT, EA. FACE � r i i • AT 8" O/C U N <L„ i 4 x PL B _. _ B L L_ 4, WINDOW JAMB. SEE - W12 x 35 COL ARCHITECTURAL �, i i T/PLATE 1 , 1'-6 3/8" 4 • • I I o —�— I I X2) 5 O O " TYPICAL CORNER BAR J 4+ o -�-- T/GONG z I 3/4 x 8" x 14', BASE PL 3 5 111'-2 7/8" (4) 3/4"0 x 12 AB • • i _ o O.S.F, PWD FLUSH -- - --- --- --- 4 II N I w/FACE OF CONC III 2x12 P.T, (RIPPED TO 11" NET) - I �� IIIL ` #4 0 16" 0/C HORZ rW/ 1/2"0 AB 0 48" 0/C O - (1) #5 0 VERT - ---_ (3) #3 TIES 0 2" o.c. (2) #5 __-_.. - ® TOP OF PILASTER _ _ UIV II _ _ GYP. BOARD ON (J • II _ V -_ -+- - ----- `" 2x12 STUDS (RIPPED TO 11" NET) BOTH SIDES �. II #4 0 16" 0/C ',J/ 90' HOOKS ® 24" 0/C r 0 EACH ►.ND it Kcn • (4) #5 0 ERT EF A A II I I II (2) !5 B AS SHOWN * . 0• - - -�- -- - gg'_g" ! C OPP HAND IT a--- -� I B/0 DNC - - - W EL. 107'-2„ WINDOW JAMB. SEE 1QQ7=2_(VERIF`r') (VERIFY) ARCHITECTURAL " _-_ (2) #5 -- -- — 7 HEADER DETAIL 8 CONC. WALL END DETAIL 3„ - ti SCALE: t" _ -0" ti SCALE: 1"s1'-0" ADDITIONAL #3 TIE U 4 112" 4" 4 1/2" 4'-')" SQUARE = PERMIT SET _ PLAN JUN � � '-�U. 2 WALL DETAIL 4 DETAIL CANOPY FOOTING DETAIL MILDING ®FFICiAL SCALE: i" 1'-0" ^� SCALE: 1" = 1'-0" ^+ SCALE: 1" = 1'-0" -- - - - -- S"EEt i. ALBRADFORD CONRAD CROW ENGINEERING CO. cMCAL L • SYNCTUPAL • MMMMIMINIM S4m3 130th Ave. 10730 10180 SW NIMBUS, SUITE J3 13UP2002-00234 TIGARD, OR 97223 24 or 29 PH. (503) 639-6601 FAX (503) 639-6251 BCCE JOB NUMBER: 01371 UKA PROJECT i, 1501 NOTICE: IF THE PRINT OR TYPE ON ANY rr I�r IIl III III III IIi I i ISI ISI III i T .1(1 rlt -11•,. ,�-r 111 ��i '► t i�! �I ►II I�I t�L,-11i ;WIRIM 11111 11 1 11 1 11111ploomm ( 1 � I1 I � 11 IIIA l � 4 ISI I' � I I ( I Ilil � it ( � If I � f � < � I � liii IIIIIII111 � �--� s. ,w��5 IMAGE IS NOT AS CLEAR AS THIS NOTICE, `.__.--_----� _. L__--_-- _�-----__-�` � _ s�___ "�1 $ ,— �1______. .__� IT IS DUE TO THE QUALITY OF THE ae ORIGINAL DOCUMENT ii8ilii I�II Ii4Iiifit � L�I 8I� E;7 �I7 lil8I�►�IL �9�19 1r �c _ Z t��uN l� ► �� II I N I I N --" - ROOF PLYWOOD - 1 l/ ,5 112' I 7 3" 3„ = GL STRUTS - - 1 cn N 5 16 5 16 r1 > Lu 1 1/2 1/2., -- - �- -- F N N M ■ _._ /� /i f /�/ f' PLACE BOLTS 0 TOP 3/1 , --_ 3�16 _ =_ , - I PLACE B01_TS ® TOP „ 5/16 5/16 OF 1 3/16"0x1 1/16 (3) #6 x 4'-0" ,�i% f OFRT3/16' x1 1/16” . f ; . �- o ' " VERT SLOTS A706 BARS i / / f, E SLOTS 1 t, N PLACE BOLTS ® TOP ■ f==-- -== - - - M CENTER ON EMCEED / - 4 PLATE BOLTS ® TOP - -- - '/ �-- o PLATE. � /% ,� '^ lfl OF 13 16'0x1 1 /16" OF 13/16"0x1 1/16" o / VERT SLOTS _ VERT SLOTS ___ -r_ -= - - ■ N M — -- ■ k— / ___ (� �(i��, SIR ._ _ .� _ ■ 2) LAYER - 4 - - - __ -_ ■ N � f / I- + - A�. S OF G P BOARD / C•cv 90 'r ( — i f . ' i ,� /' EH' DATE: I2 31 0� (2) LAYEP.S OF GYP BOARD - / / \ n 1 4 -- (2) LAYERS %��/,�eo / / �,' /� I - ■ •• WRAP EXPOSED STEEL W -"-- - - -- -- - 1 4 GYP AR / �Y BOARD 1 4 - - 1/4 - (2) LAYERS OF GYP BD, � 4 - -- -``-' SEE ARCHITECTURAL 1 4 fr i� ,' ,% J� ` GL BEAM MK RB11 BEAM SEAT •` ," - � (2 1 4x7"x16" SIDE PLATES / 15" WIDE x 33" BEAM SEAT_ /,•r /�/ / / i /�, BEAM SEAT (1) 3/4"x5%5 1/4" BRG PLATE BEAM SEAT BLOCK OUT 5/16 (2) 3/8"x14"x1'-3" SIDE PLATES %� /� ,' '� �� 2) 1/4"x12"x16" SIDE PLATES +� (2) 3/4"0 x 7" A307 8'OLTS i' (2) 1/4%7"08" SIDE PLATES I i - (1) 1/?."x8"x1'-10" BACK PLATE ,-' � (1) 1%5%6 x6 7/8" BRG PLATE 1) 1 1/8"x8"06" EMBED PLATE � f,/ 5/16 p � %/ �' 1) 1"x5"x6 7/8" BRG PLATE ' ' 1) 3/4%5 1/4"x5" BRG PLATE � ' / 1 4 �1) 1"x8"x1'-10" EMBED PLATE (6) 3/4"0 x 9" STUDS 0 6" 0/C (2) 3/4"0 x 8 1/2" A307 BOLTS 15" WIDE BLOCKOUT (1) 5/8"x10"x1'-10" BACK PLATE (4) #6x5'-0" LONG A706 (6) 3/4"0x8 1/2" A307 BOLTS C, (6) 3/4"0 x 9" STUDS 8" 0/C I REBAR, CENTER ON BACK PLATE CONC. WALL �- ' (9) 3/4"x7" A30i' IN BOLTS 15" WIDE x 33 BLOCK OUT 13" 13" - - { 4 STRUT RB 11 TO WALL 1 STRUTS @ EXTERIOR WALL 2 STRUTS RB4 RB7 n EXTERIOR WALL 3 STRUT RB 10 T!7 INTERIOR WALL ti SCALE: ," _ ,'-o" _ 0 ^• SCALE: 1" t V-0" _ ^� SCALE: 1" s 1'-0" ^� SCALE: 1" = 1'-0" O� -� x I I I j m cx� GL BEAM 1 I 7,. 't" ,<" 7" I GL BEAM J Iv MK FB2—� I I I - - - K I =, " I MK FB3 Lc-) (C 1 =�-- ~M BEAM GL BEAM i ' -� ___ — N 1/2" \ BE AM RB8 AND CONC WALL ■ ■ ■ - I - I — CONC. WALL BEAM SEAT SAME i a _ _ - L = = i -- - I _ _ ■" AS R810 - SEE - �- . ---- - t 'tn I 1 -= - - -- �4) #6 x v_.-D" A706 BARS dr- - z -- _ I ■ . -� ® I - e III - - --�===•=_ _ - _ M - — -_ - —_ f— - - Q - - - — -- — = -- N in m 1/4 Ili - (4) 3/4"0 TIE BARS m I r` _ ___ I I BEAM SEAT 16 (ALIGN W/ SIDE PL'`') I m I I (2) 3/8" x11"x15" SIDE PLATES ; - { a 5 16 1 w 2 1/2" 1 1/2„ - -- - -"- - -- -- EAM SEAT , m I m II 'I - , 2 8" x11"xS" SIDE PLATES (9) 3/4'0x7" A307 BOLTS �, - o ' I I `'' ( ) 3/4"0x7" A3 7 BOLTS (1) 3/4"x5"x5 1/4" BRG PLATE 1/2"1' 7 11/2 BLOCK OUT -- U- m 3 3 0 B (1) 1 1/8 x7"x16 BACK PLATE o I ,I j.__ i I I I o -- -�_ _ _=_ - _:FT - SII ISH - - BLOCK OUT 1 1 I (1 ) 3 4"x5"x5 1/4" BRG PLATE 1 U -� a' e fI,ri i�l l I I I (1) 1 1/8"x7"x16" BACK PLA (4) #6 x 5'-0" A706 REBAR E V J (3) #6 x 5'-0' A706 REBAR ' � I I I ,� � 1 s �— N : --- ----- — 4 111 3/4"x10"x7" CAP PLATE--j I'I Q� N BEAM SEAT SIM TO RB10 - SEE 111 - - (USE 9 1/2" BACK PLATE AND CONC WALL CONC WALL _ G.I G. C cn EXTEND LACK PLATE TO TOP - �J — - _ OF WAS-L) 'LJ O O I I - CD 7 STRUTS FB3 FB2 C? WALL CORNER (2) SIMPSON MSTI72 1 �+ SCALE: 1" 1'-0" '+� OF BEAM R89 PLAN PLAN 2x PLATE (2) #5 CORNER BARS- 4x PLATE �� (J-) � F ,1. 4x8 DRAG STRUT SIMPSON A34 O _ EACH SIDE ao o+ -+-J TYPIC OL _ 7' 3 3" r—TYPICAL , (2) 3/8"x5"x1'-0" SIDE PLATES — I _--- ' 4x PLATE ON TOP I PLA.;E BOLTS ® TOP PLACE BOLTS ® TOP (1) 3/4"x8 7/8"W-0" BACK PLATE I oo OF WALL - OF 13/16"0x1 1/16" OF 13/16"0x1 1/16" (2) 3/4"0 x 8' STUDS ® CENTER I —� I 5/16 VERT SLOTS I I VERT SLOTS OF PLATE YPICAL PLACE BOLTS ® TOP M OF 1 1/16'"0x1 5/16" --_--_ r 3 1/2" GL BEAM R83 VERT SLUTS _ 1 4 \ _ 1 4 I I I 5 16 1 " 3" 7" II M --- 7" 3" n � ■ i --- i - - 4 i i a IIF _ —_t—'. — 1/2" PLYWOOD W/ _____l/2" PLYWOOD W/ 8d NAILS 0 6" 0/C 8d NAILS 0 6" 0/C N -- 2x6 0 16" 0/C BRG STUDS PL_A.N_ - ALL EDGES. ALL EDGES. , — � U 2x6 STUDS 0 16" 0/C --- I ---2x6 STUDS 0 16' 0/C - 4x4 BLOCKING BETWEEN -PLYWOOD T PLYWOOD -PLYWOOD T PLYWOOD -fi -- Z-�„ - - - 2 _0" f PLYWOOD "SQUASH BLOCKING" DECK EL. 102 -5 1 4' DECK EL. 102'-5 1 4 -- i El. 102'-5 1/4' 2x6 PT PLATE -- 2x6 �PT PLATE `i � BLOCKING PANELS PLYWOOD DECK -- w _Sj,AB (1 LY EL. 100'-0" (3) 1/2"0 AB 0 JAMB (2) 1/2"� AB I / (2) 1/2"0 AB x (2) 1/2"0 AB 0 HEAD 2x4 "SQUASH BLOCKS" -FLOOR JOIST - SEE FLOOR JOIST - SEE x x �- NAIL LAMINATED x x Y (3) 1/20 AB 0 JAMB_ - A SIDE OF JOIST --- 2x4 r E FRAMING PLAN FRAMING PLAN - +- (4) 16D NAILS (4) 16D NAILS (2) 1/2 0 AB ® HEAD i I 1J Z'J (3) 2x4 PLATES I II CONIC FLOOR SLAB �'- -- 3) 2x4 PLATES - ALT. CANTILEVERS CONC. SIDEWALK 1/2" PLYWOOD W/ ( SEE ARCHITECTURAL CONC. FTG j ✓�7y `�14 Q� 112" PLYWOOD W/ a 2x4 PLATES 8d NAILS 0 4" 0/C 2x6 PT PLATE G 8d NAILS 0 4" 0 C DBL 2x6 PLATE ALL EDGES. 1/2" PLYWOOD W/ 2x6 PT PLATE SEE DETAIL. S41 BRA,� 4LL EDGES. / 2x4 STUDS ® 16" C C 8d NAILS 0 4 0/C -- 2x6 0 16" 0/C. ALIGN W/ JOIST / - 2x4 STUDS 0 16" 0/C ALL EDGES -- — 1/2" PLYWOOD W/ �' ��r-: Iz 'sl T SLAB ALIGV W/ JOIST - T SLAB - - 2x4 STUDS 0 16' 0/C -� El_. 100'--0 T SLAB 1/2" PLYWOOD W/ 8d NAILS 0 6" 0/C 2x6 PT PLATE EL. 100'-0" 2x4 PT PLATE �- 2x4 PT PLATE EL. 100 -0� Sd NAILS ® 6" 0/C ALL EDGES. _t_+—__,1/2"0 AB 0 48' o/c 1/2"0 AB 0 48 o/c -1/2"0 AB CSD 48" o/c 2x4 PT PLAT - ALL EDGES. ` 1/2"0 AB 0 48" o/c , U @ HEAD & JAMBS— 0 SILL _ U r� s i PLATFORM FRAMING DETAIL 2 PLATFORM FRAMING DETAIL 3 PLATFORM FRAMING DETAIL 4 INFILL DETAILS ® FUTURE DOOR r " ^r SCALE. �+ SCALE; 1"=1'-0" ^+ SCALE; 1"_V-0" ^ SCALE; y— 0 !° it =� O 12" (2) MSTI72 STRAPS 4x8 DRAG STRUT i_ C0 �? SS GL BEAM RB5 OR RB6 TOP OF PLATE 8„ I 7" _ 6 1/2" I 2 1/2" � � 10d NAILS 0 4" 0 f C 2x8 PLATE. NAIL TO BEAM W/ El.. 128'-2" — (2) 3/4"0x6' LAGS • (2 ROWS 0 4" EACH) 16d 0 4" O/C STAGGER I i i ! I `� x i f O -_ .- , (4) MST160 STRAPS - _=--- I U CD Ln FULL_ NAILED -- -- ROUTE END OF BEAMS FOR BOLT HEAD I ` I I 72x8TE. NAIL - cl2x4 BLOCKING ATAM WITH PLWOOD EDGES - I. _ — 16d ® 4" o/c -� ---- L5x3x1/4xG'-8" i,� i_ is � -- _ (STAGGER) (2) 3/4"0 C6'S 4"0x7' ,4307 BOLTS. (2) 3/4"0x4" LAGS ® s L� `_ i ►i . (4) 1"0 x 11" A307 BOLTS PLACE BOLTS IN TOP OF 4" O/C I 11 7/8" I-J01ST IN 1 1/16"0 HOLES. j 13/16"0x1 3/4' VERT I SLOTTED HOES x I I I 16" I-JOIST PRROC S DEST 7) CW ON I I 1 4x8 DRAG STRUT _ GL BEAM RB1 BAK 1 I I -5T16--v I5 16 b y SIMPSON HANGER --_- -- SEE SCHEDULE ---- I I I 1/4 O GL BEAM RB5 OR R86 ' I PLAN TYPICAL (2) 3/4"0x7" A307 BOLTS.-- 0 TYPICAL PLACE BOLTS 0 TOP (2) 1"0 MB iN 1 1/16"R�x1 3/4" I I I I U PLACE BOLTS @ TOP F 13 16"0x1 1/16" VERT SLOTTED HOLES. OF 13/16"0x1 1/16' O / / PLACE BOLTS ® BOTTOM OF I _�= I •� VERT SLOTS 3 7 7 _ 3 VERT SLOTS HOLES. PROVIDE STD CW ON - __ -� _- — BACK SIDE. -- 12 1 f41 -- - -- - -- -r d C� GL BEAM R81-/ GL BEAM RB1 (BEYOND) \ 16" 1 GL BEAM R83 J � � GL BEAM RB3 � - cn 2" NOTCH FOR 4x8 STRUT -- �., M - I - -- BEAM SEAT _ 1 - - • — (1) 1"x18"x16" TOP PLATE U I cn (2) 3/8"x9" SIDE PLATES (8) 3/4"0 x 9" (1) 5/8"06" BACK PLATE ('n A307 BOLTS I I (1) 1 1/4%6 7/8"x8" BRG PLATE _ - - - - Y 6 ROOF FRAMING DETAILS - -- 7 1 1/2" 1/z„I, 1/2"1 1 1/2 I SCALE; 1”=1'-0" ROOF FRAMING DETAILS U M 6" 3" 3" 6" BEAM SEAT ' I BEAM SEAT SCALE 1"=t'-D" � • -- -7 -� (2) 1/4" SIDE PLATES (2) 1/4" SIDE PLATES (1) 1%6 7/8"x5" PRG PLATE (1) 1%6 7/8"x5" BRG PLATE (1) 5/8 BACK PLATE = i-- (1) 5/8" BACK PLATE (6) 3/4"0 A307 BOLTS 1 (6) 3/4"0 A307 BOLTS � i NOTE: BEARING PLATE ` -- --TO BE LEVEL 16 BEAM SEAT 5 16 i 1 O 1"x6 7 8"x18" BRG PLATE/ 5j16 T 1 (2) 3/8" SIDE PLATES 1 i (6) 3/4" x 8 1/2" A307 BOLTS I iIL --HSS 5x5 COLUMN PREP END FOR BEARING /7*N ROOF FRAMYNG DETAILS �+ SCALE. PERMUT SET JUN 21 'U6Z NOT FAR CONSTRUCTION APPROVED BY 60LDING OFF.',ML L 5NEET 0: ALBRADFORD CONRAD CROW ENGINEERING CO. ' cmc * STMATUM • wccwuNc1111 0 401iff s S511 G 10180 SW NIMBUS, SUITE J3 Bth Ave. 10730 BU P2002-00234 TIGARD, OR 97223 26 or 29 PH. (503) 639-8801 FAX (303) 639-8231 q. DKA PROJECT 0: ` ECCE JOB NUMBER: 01371 1501 1.�E.I.•V.�b�I:�MII.�MYyI�Wv�y�pw�„�.MM�N1Ml�MM4fBH:r..n.,+M ._ ��k - � K�1 w .�._.. NOTICE: IF THE PRINT OR TYPE ON ANY 'LI! III III I I I l i 1 i III ' III III III III III I LI III I I I' I I 1111 III III III I I III I (! i 11 III f 11 III III I I III III 1 1 1 1 !11 III III III I 1 1 1 1 III 1111,111 111 111 111 1 111 III 111 1 1111 1 1 2 3 I I 6 I -"! - - 8�- --- --yl __i0__LIMAGE IS NOT AS CLEAR AS THIS NOTICE, - - ---I-----_�-_1. - - -----� ---- - --� - - - - � - ---- __�_-. ...-- - � --- ---- _ No 30 IT IS DUE TO THE EQUALITY OF THE __ ORIGINAL DOCUMENT £ ez 8S Gz az �7 fiz sz z ><z oz s [ et Li 9[ 4I fil st �i tt t 8 8 L 9 4 1b E I �Z I T��l�"� i t � �o�I i 11111ll11�1.�11 L11111111111ll1UIIIII{hllll r l � 11 11 III II�IIIIIiIII►Illlllllll-llllii� 1�►►�I�►i.l�1►►1111►11111111111 ` ff II I ii I III111111�111111111111111111� III I�� IIIIIIIIIIIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIII II�II Ill��11►11111 IlliLl III�ILI 1111111 o�I I II III I I I I I�I I I111111�111111 II f II II I� I 1 III1► N O I 0 FL. T-1 JOINT N z FL. 113'-4'� BN 2x6 BLK'G BTWN JOISTS v (6) 16d PER BLOCK TO BEAM `p CONST. JOINT > EL. 113 -4 WEB STIFFENERS - SIMPSON PA135 - SFE _ ;� wk PIAN FOR LOCATIONS -- - ►-- -- - T`rPICAL _ -"-- BN ---- T t_EDGER TVW)NC. - - - T LEDGER -BN- eo ® EL 1 12'-10 3/8" BN - BN oo ® j/8" 0 FL 1 12'-10 3/8" ' :1 BN ,\N c LEDGERS-- SEE FRAMING LEDGERS- SEE FRAMING < PLAN FOR SIZE. — PLAN FOR SIZE. - - - ' _ 4 I-JOIST - SEE PLAN �1v - _ — — — — -- --- - _ - — - -- — - - --- -- — — - --_ — AND SCHEDULE 0o a) SIMPSON HANGER ON FACE OF GL BEAM 00 � u') 1 SEE PLAN AND SCHEDULE FOR SIZE. aa'' N N N 1t1\b'.WAL DkT>:: IZ A O GL BEAM SEE FRAMING PLAN AND SCHEDULE 4_. - FLOOR JOIST -- SEE PLAN AND FLOOR JOIST - SEE PLAN AND 4x LEDGER - SEE FRAMING U PLAN FOR SIZE. FLOOR JOIST - SEE PLAN AND SCHEDULE FOR SIZE, HANGERS FLOOR JOIST - SEE PLAN AND `SCHEDULE FOR SIZE, HANGERS Q� AND ANCHOR BOLTS. AND ANCHOR BOLTS BOT BM ELEV 10'-0" SCHEDULE FOR SIZE, HANGERS SCHEDULE FOR SIZE, HANGERS i AND ANCHOR BOLTS. AND ANCHOR BOLTS. l� NOTE: STAGGER AB'S FROM EACH SIDE, `- NOTE: STAGGER AB'S FROM EACH SIDE, L- OR USE DBL THREADED THROUGH RODS OR USE DBL THREADED THROUGH RODS -� i DETAIL 2 DOOR OPENING Cep 2ND FLOOR3 DETAIL 4 DETAIL �+ SCALE: 1" V-0" DETAIL "A" SCALE: 1" s 1'-0" DETAIL "B" ^+ SCALE: 1" r 1'--0" DETAIL "C" ^' SCALE: 1" 1'-0" DETAIL "D" CV Q� W6 x 15 x 1'-0" CD T 1CONC.7 COPE END 4" OF WEB V I BLOCKING PA JEL BN A706 BARS 00 Q r� ROUT END OF BEAM 3: NAIL BLOCKING PANEL TO PLATE � u w/16d ® 4" WEB STIFFENER a.cSTAGGERED I� FOR LAGS O 00 EACH SIDS -- . i i; i T/PLATE --- --- �- ---- - M lit 1.1 I11 I i - — _ - _ i { " - ` III III III I �+�a► I ��- M � �J l Ill Itl Ill I I I • ' --` -- 0 0- �L f PLATE = T CONC. �l (2) 16d EACH JOIST j' • 4x10 PT PI ATc /\ f --�_-- EL. 111 -6 3/8" II, I _ / I 3/4"0x12." AB ® ill Ir - - 1 4'-0" 0 C. CSK 1' BEAM I SII - �-��-� - � �- - (2) 3/8" x 8" x 1'-2 1/2" SIDE PIL 1/4 6 / ( ) L & WA \i _J i(ilii� 'i(i,li( (1) 5/8" x 8" x 11 " BACK PL 1/4 6 (1) 3/4" x 4„ x 5 1/4” BRG PL (2) #5 ' WEB STIFFENER 4x4 PT I III II (6) 3/4"0 x 6" BGS CANTILEVERED I-JOIST EACH SIDE LEDGER I EACH SIDE A36 RODS 4x6 PT PLATE LLV RIM JOIST 1/2"0 AB ® 6'-0" O.C. COL (2) #5 3/4"0 AB ® 48" o.c. (CSK 1 ") _ PLAN _ 20" I-JOIST ® 16" O/C END OF -- WALL- � to O 5 (2) #5 x " 16" I--JOIST ® 24" 0/C S5.4 T/BEAM 3'-0 U 1. 113'-6" � r� 5'-0 iN < < ilr T- GLBEAM h • I iii I i 1 3/4" RIM JOIST T/BEAM — , T/PLATE -1 112'-10 j N - r.. MKFB5 I m I DETAIL , `1/z6 " 3„ 3„ DETAIL FSCALE: 1" - V-0' TTr — �-_ I� I• II: I u III II -- --- =� e _ -- 4--� - - L� - - - - _ __-_ - - -- _ _ 0 o e s d M U Q) 5 DETAIL ^+ SCALE: t" = 1'-0" DETAIL "E" 11 ��/4 4 { (2) 3/8 x 8 x 1 1 " SIDE PLATE I i I i #4 x (/7 �- I. DAP INTO SIDES OF BEAM 3/4 x 6 x 9 1/2 BRG PLATE (2) 3/4"0 x 10" BOLTS 1 3/4' I6- �4 — �I 2x6 0 16" STUD WALL W/ _ s DBL 2x6 PLATE - 5/8" x 18" PWD R„a SRI SIMPSON T9 STRAP 0 EA BRACE I9 � I I ' SIMPSON A34 EA SIDE, EA BRACE---,,,., BN --- �J TIE STRAP - SEE N ROOF FRAMING PLAN !x -_---- SIMPSON TS 1 2 ® 48” 0/C b1I 4x8 QT PL4TE _O . I SEE ELEV FOR AB's PLACE BOLTS ® TOP OF jF p I �-- • 4u t0 ! 13/16"0x1 1/16" VERT. --- SIMPSON "RR" 0 EACH 3TUC d HOLES ------- ----- JOIST RJ6 -- _� ,- .- BN - -- (2) �!5 SIMPSON PA135. -- RJ3 RJ6 R,16 �. GL CANOPY BEAM R 1 2 5 _ �I FIRE STOP GAPS ',., i - 4x8 PLATE AM SEE PLAN FOR SEE PLAN - I OLT TO BEAM LOCATION N ® 10' 0/C 2x4 E3RACE 4'-0" 0/C - I w/ 1/2'0 M8 \ = HANGESIMPSR,- ( ) # ® 16" O/C s-rAGGERED I - - -- ,T I I SIMPSON 3/1 D� HANGERS I I - - Y R F • -- I - 1 -(2) 5 P3/16 BOLTS L1/16" TVER OF I — (2) LAYERS 0 i-- _ -- SIMPSON A34 C� EACH STUD ?}�'' GYP BOARD 2x8 16" O/C ---~' _ - - SLOTTED HOLES �I " ��,�, ('�y `,g1gO�? —(2) LAYERS OF I xx%xM - J !�'F BR�� EXTEND GYP BOARD ____2x6 -- _ -- 1 -- — TIGF!T TO CONCRETE--J GYP BOARD SIMPSON HANGERS CElLPINGCLINE AT I r SEE SCHEDULEt4) 16d NAILS-----/ I �N!vj All,D.ATF:: ' � I EXTEND GYP BOARD 4x12 P.T. LEDCER, SEE PLAN I_ TIGHT 10 CONCRETE I ----- SIMPSON TS12 ® 48" O/C AND SCHEDULE FOR AB'S f ' I 2x4 BLOCKING 4' 0/C TO BL6CKING r1 - + -- - = ----r - -� _ - I �- GL ROOF BEAM SEE I 5" I E PLAN & SCHEDULE - ' BEAM HANGER I -- 2x6 STUDS 0 16" O/C - IRE BLOCK GAP 1 4 � Q) (2) 3/8 SIDE PLATE 4 '.0' O/C MAX 1 4 211 7" I ROOF JOIST - SEE i BEAM SEAT " -- - (1) 3/4 x 5" x 6 7/8" BR PLATE ' �- 1/2" PLYWOOD FRAMING PLAN i 2 � - -� (4) 3/4"0 x 8 112" A307 BOLTS 1 4 I (2) 3, 8 x 9" x 18" SIDE PLATE - -" 1 4 I (1) 1" x 6" x 6 7/8" BRC PLATE �' U E' t , (2) 3/4"0 x 8 1 /2" A307 BOLT ' 1 1/2 x10"x22' BACK PLATE Q 11" FURRING AS REQUIRED / I �6) 3/4"0 x 8" STUDS Cdr 7" GAGE � ------ -/ _ i - SEE ARCHITECTURAL-G U A !/ 1 -3 i/2" fi- -- - - --- 22" WIDE x 33" BLOCK ,'IT 32'-0" TO BLDG WALL - 1 CD DETAIL 2 DETAIL �54 CANOPY BEAM DETAIL `�J 4 ROOF LEDGER DETAIL ^' SCALE: 1" e ,'-o" " _ � DETAIL M' �. ^+ SCALE: t" - ,'-0' DETAIL 'H " SCALE: 1" _ ,'—o' DETAIL J' 3 CANOPY DETAIL °�' - - �� SCALE: 1" = t'-0" DETAIL "L." - — ti SCALE: ," - ,'-0" DETAIL "K.' � •� X �l 1 p CX_� - - ��-- - 5/8" x 18" PWD �f DBL 2x6 PLATE it it O C7 n Ln ROOF J013T - SEE II II N PLAN & SCHEDULE � � �J B'' \ II -- - -- — II _- 1 GL CANOPY BEAM I '- -rte-r' T- I II I I o o ' o o I 16 - c PLATE SEE PLAN -� -- - - ,�_: 3 T/BE•AM P ■ N I I SIMPSON TS 12 C� 48" 0/C it it T/STEEL 3/1S --- - ^ II II 113'-1 1 _ ISI II I . PLACE BOLTS A TOP OF x 3" STIFF PLATES I 1 2x6 BLOCKING 4 I�N w r0' FLANGES I /� 13/16 0x1 1/16 VERT. I ■ --20 GA x 3" STRAP x 18'-0" LONG ® ROOF--- i *n - CA"ED HOLES I 24'-0" ® FLOOR NAIL TO BLOCKING i L_ 1 4 I (2) SIMPSON A34 (� ) r_ 2x8 © 16" 0/C w/lOd COMMON NAILS 0 4" 0/C STAGGERED - ------------'---- I �, 1 4 • -� II I I I 2x6 BLOCKING PLAN _ , • I O M I mc-4 _— SIMPSON "PA135" TIE STRAPS ® 6'-O" Cc9 ROOF � I i (® 4'-0" O/C * FLOOR'), EMBED 6". i, - - , k 1 4 - "" 3/4 x 8" x 20" PLATE (8) 3/4"0 A325-PT BOLTS ) - - _ I NAIL THROUGH 20 GA x 3" STRAPS.— _E _ i � ® 3 1/2" GAGE Ui � GL BEAM SEE �- SIMPSON TS12 @ 48" 0 C BN lig —PLACE BOLTS AT TOP OF I " BEAM SEAT -/ 1 4 " PLAN & SCHEDULE I / 13/16'0x1 1/16" VERT " 2 1/2 t- N 2 3/8 x 9" x 18" SIDE PLATE 2 � � li " SLOTTED HOLES. 1/4 ----- _ (') 3/4 x 6" x5 1/4" BRG PLATE SIMPSON THA213 HANGERS �- 2x6 STUDS (9 16" ;)/C _ (2) 3/4"0 x 7" A307 BOLT I I Com! _-- (1 1/2 ,x9"x22;' PACK PLATE I - (2) #5 1 4 ° } (i) 5/88" x IDE PLATE 4" BRG "TATE � Ly 3/4"0 x 8 S JD_ 0 6 GAGE 2x4 FURRING I � - 1/2 ' PWD ( ) / / I - - � (4) 3/4"0 x i" A3G7 BOLTS � 10" � 1 _-_ 22" WIDE x 33" BLOCK OUT �`� � , I BEAM 2x4 BLOCKING 4x4 BLOCKING --/ I Y O O ` ® FIRST (2) ^� • DBL 2x6 PLATE JOIST SPACES U) U 8 1/8" 6 3/8° ROOF JOIST �" O SEE PLAN AND Q j SCHEDULE 9 DETAIL _- _- —_---- -- -- ----- - -- ------- SCALE: I" 1'-0" DETAIL ,.C,. AT ROOF - 4x6 LEDGER - Cn 1 3/4"0 10" AB 0 4'-0" O/C t` (? DETAIL AT FLOOR - 4x6 LEDGER Q� _ q 7 DETAIL 3/4"0 x 10" AB ® -0" O/C ^ SCALE: 1" = 1'-0" DETAIL "N" � SCALE: ," _ ,'-o" DETAIL "P" 8 DETAIL N ti SCALE: t" = 1'-0" DETAIL "R" (� , 10 - NOT USED - ^+ SCALE: ," ,'-0" 1 4x6 LEDGER W/ 3/4"0 AB © 48" O/C CANOPY JOIST. SEE 10d ® 4" C/C PLAN AND SCHEDULE FOR SIZE AND LOCATION 4x8 PLA•fE t SEE ELEV FOR AB's --2x4 B.C. BRACING + (3) RUNS PER BAY _ (2) 16d TO EACH JOIN e e I ROOF- JO!ST - SEE i Li PLAN AND SCHEDULE -'- — (2) i�5 SPLICE BC BRACES W/ / PERMIT/ S 2x4x24" BRACES W/ �/ (8) 16d NAILS EA END JUN 2 1 W � ��---�- � � ----- 2x8 BLOCKING AT MID ��E'AN (2 LAYERS _ ( `- 4x8 PT LEDGER W/ BOTTOM CHORD BRACE SPLICE_ NOT FOR CONSTRUCTION f; P BOARD -� --2x8 JOIST. SEE PLAN � � '�%' �. APPROVED B�/ 1/2"0 AB q 48" O/C j �- SIMPSON HANGER 1 p� - SEE SCHEDULE FOR LOCATInNS ��Li.�>�u4G OFFICIAL 4x4 LEDGER W/- 1/2"0 AB 0 48" 0/C d (2) LAYERS St tEl t a - - GYP BOARD BRADFORD CONRAD CANOPY BRACING DETAIL CROW ENGINEERING CO. S5m3 &I CML • STRUCTURAL • %KCI AWa IMM[IRS S( !,11 t" - t'-o" 10180 SW NIMBUS, SUITE J3 130th Ave. 10730 1 DETAIL -- -- TIGARD. OR 97223 DUF2002-00234 28 of 29 �.CaLE t" - 1' o" DETAIL "T"� PH. (503) E39-8601 r"AX (503) a39-6251 - CAGE- -- -.--_ --- ECCE JOB NUMBER: 0 371 LUKA PFtOJEC r I T,O I NOTICE: IF THE PRINT OR TYPE ON ANY III lit III III III III III I 'I l i l III III I I III III 111 f l l III III 1 11 11 I III 1 11 I (I III I (I III III I I III III III III III 11 1 III I I III III I I 1111 III III I I I I I I I III III 1 1 1 1 1 I I � � 4. - � s IMAGE IS NOT AS CLEAR AS THIS NOTICE, L _1 _ - ____ __._�_ _1 ---- L1__1---._ _------ -1 _-----L- -------- ---- iT IS DUE TO THE QUALITY OF Th- - - 1�0 ae ORIGINAL DOCUMENT ff ()�>J giZ 91� L�z I e ->biz s;lz IZ II ilz I U� 6it Bii Li 9�1 9 I i bt IPT IZt i [ o�i �8 i �t� I9 1b �Z �i71Y1M 1 + II II�IIII IIII VIII IIII IIII�II I Illi IIIIIIIIIIIIIILIII�IIII IIII IIIIIIIII Illi ilil�,lll lllllllll IIIIIIIII i 1111111 llll�llll lllllllll IIII�I�II II,IIIiiillilllLll�llllli,ll IIIIIIIIIIIII lllllllll�llll 1111 IIII IIIL�IW 1111 uIll I ��. u��i�llillll 111 i I 2'-6 112" 11 O G 20 GA x 3" STRAPS SEE PLAN - SIMPSON MSTI72 ® 4'-0" o.c. THROUGH WALL N � v) 10d ® 4" o.c. \\ NAIL. THROUGH 2.0 GA STRAPS � BEAM & \.30 (2) ROWS 10d @ 4" o.c. EACH ROW iWALL BEYOND 4x4 BLOCKING AT SPACE JOIST BN -- - n — Q Lu �l NAIL SHEATHING TO BEAM p {� 10d ® 2 STAGGERED BN I SIMPSON PA53 ® 4'-0" o.c f_ NAIL EVERY OTHER HOLE — I 2x4 BLOCKING 1�'�• 8RP`JK tGL BEAM - SEE PLAN/SCHEDULE 4x6 PT PLATE kF:WWAL DATE: —Af SIMPSON MIT HANGERS 3/4"0 AS a 24" C. �- GL BEAM - SEE PLAN 0 CL OF 4X6xii ------- ( Y J SIMPSON HANGER 1 DETAIL r24"\ DETAIL �_.�. U 3 DETAIL - SEE SCHEDULE GL BEAM - RB11 �-- ^' SCALE: _DETAIL "U" SCALE: 1" = 1'-0" �+ SCALE: 1" = 1'-0" DETAIL "X" CETAIL "V" �- 4x4 BLOCKS ® EACH STRAP _ 4x6 PT LEDGER 3/4"0 x 10" AS ® 4'-0" o c 4 DETAIL C7) ^r SCALE: t" 1'-0° CD CD DETAIL "W" �`- C SIMPSON IUT2.06/14 HANGERS TIE (7) 0) STRAPS WHERE REQUIRED r-- - SEE PLAN BLOCKING PANEL _�- 2x (1 1" NET) STUDS 0 24" o.c. x 0 00 ELEVATOR - _ - SHAFT C � �IINOTE: CLINCH 6d 2x PLATE C) Ln HANGER NAILS ( TYP STUD BN j _ C�1 I II ) �- �---� �- 4 1 SPACING EACH SIDE �� `- PLYWOOD 411 • IIIr 4x10 PT PLATE 16" FLOOR I-JOIST Ilr 4x 10 PT PLATE _ 20" FLOOR I--JOIST ELEVATOR LOSBY 3/4"0 1 32" o.c. MAX (CSK) WEB STIFF SHAFT --_ HEADER WEB STIFF (2) STUDS TO - SEE SCHEDULE 1 3%4" LVL - RIM JOIST TOP OF WALL WEB STIFF - �" (3) 1x6 PLATE (3) 2x6 PLATES 3 3/4" PSG — EMBED AS REQUIRED �J TRIMMER STUDS--- FOR ELEVATOR RAILS, ETC - O NOTE: --- 2x6 STUD WALL - SEE - SEE PLAN FOR N0. OF SEE ELEVATOR DRAWINGS AT LEAST ONE FACE OF STUDS FOUNDATION PLAN TRIMMER STUDS REQUIRED MUST BE SHEETED AS PART ' AT LEAST ONE FACE OF OF PHASE 1. STUDS MUST BF. SHEETED C� TYPICAL AT BEARING WALLS. _ AS PART OF PHASE I :T U N 5 DETAIL 6 TYPICAL HEADER DETAIL 7 * DETAIL t8 **N DETAIL i' 9 DETAIL --_- ^+ SCALE: 1" = 1'-0" _. DETAIL "Y" SCALE: t" V-0" DETAIL "Z" SCALE 1" DETAIL "AA" SCALE: _ -0" DETAIL "AB" SCALE: 1DETA'L "AC"0 C_ -- 2x TRANSFER BLOCKS ® O O4'-0" 0/C �J (5) 10d NAILS EACH SIDE _ HVAC UNIT . (l7 U NOTE: UNIT TO BE ANCHORED TO ROOF I ' I I TO COMPLY WITH UBC 1632. CONTRACTOR s I TO SUBMIT DE FAILS SHOWING COMPLIANCE. O I 2x4 FLAT BLOCKING -+-�NON-BEARING ("� -- - NON-BEARING 0 NOTE: SEE DOUBLE HANGER IN ' Z CLIPS AT STUD WALL STUD WALL (� _I I I EDGES OF OPENING. -' N ADD (2) ADDITIONAL ANCHOF' BULTS / ` SCHEDULE FOR HANGERS I I +-� 0 EACH DOUBLE JOIST---- _. 10 10 DOUBLE JOIST DETAIL TRANSFEN, BLOCKS - SEE �— II LVL RIM JOIST li LVL RIM JOIST II I I I DUCT I II IIII I I II I'`i - SEE PLAN SEE PLAN --__ .--SPACINGO ? TYPICAL SJ-350 JOIST TYPICAL "PACING FLR JOIT--- / --�---- - - ADD "2ND JOIST ON SIDE S I I I SCE PLAN AND AWAY FROM BEAM TO o + I I ALLOW ACCESS TO BEAM I I SCHEDULE �! a x6 ® 16" 0/C TYPICAL ' OIST SPACING 2STI,U WALL - 2x6 m 16" 0/C STUD WALL f` 12 HVAC SUPPORT DETAIL 13 JOIST STUD WALL DETAIL 14 JOIST STUD WALL DETAIL - PERMIT SET 1 ^+ SCALE•. 1' = 1'-0" w JOIST/ _ _ SCAI.E: 1" - 1' 0" �+ SCALE: 1" = 1'-0' _ JUN L 1 �UUL SHIM AS REQ'D --NOTE: NOT FOR CONSTAUCTIO�j FOR GYP BOARD — - ATTACH BRACKET ABOVE CENTERLINE OF BEAM ��hp � , APPROVED BY HANGER RODS FOR 1�y D� ® '�RpL MOVABLE PARTITION TO BE DETERMINED -- -- �,; If FI a BRADFORD AL CONRAD 11 DE'T'AIL 6� MOVABLE PARTITION CROW ENGINEERING, CO._ S5s4 SCALE ` I" - 1 -0 _- CMUC L • STRTURAL • M[ [ CNANWAL [IRK4[ " T w 10180 SW NIMBUS, SUITE JJ 130th Ave. 10730 TIGARD, OR 97223 3JP2002-00234 r-H. (503) 638-6601 FAX (5503) 639-6251 29 of 29 ECCE JOB NUMBER. 01371 DKA PRC)JEC, a' 15C 1 NOTICE: IF THE PRINT OR TYPE ON ANY II �I I I � VI111111111111 I161 IMAGE IS NOT AS CLEAR AS THIS NOTICE, 1 VI I I AI I I I I I I I II II I I I I I I II III . I I I I I III I 1 1 I 1 1 I 1 1 I V I I I II II I I I I I I I I I II II j I ` IT IS DUE TO THE QUALITY OF THE _ _ No 36 ORIGINAL DOCUMENT � -T---- : �..' >; 6Z 8Z LL 1I9�� Z f+7 I EZ Z i� OL 8i 8i LT 9�t 4�i 6t S�i Zi Ti T 8 8 L 9 4 ib S�L ta1u� 1 IIII IIIIIIIiI�IIIIIIiiIIIIIIIIII�IiIIIIIIiIIIIIIIIII IIIII�II i II � I I I I I I' III I, IIII 1111111 I I Ilfllllliill II.� II) f I 11 I III III IIIIII 1111111 II IIIlilll�lll I IIIIIIIIIIIIIIIIIIIIIIi�llllll I I .I IIcc�� II III,IIIiII�lllllllllllllllllllllllllllll�llll�llll �lll�l lllll� IIIIIIIII►III11111�1W1 IIIII� III �I N f