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Plans (81) up Tr 0 N. rn E (7 ao§ p 8 1. Contractor to Field verify all dimensions and field conditions before beginning work, 0 °' "' m � 10v c 2. Contractor to match existing siding type for any fire damaged areas on the building requiring r w�° repair. 0 o `Lo `0 @� rnwo` .. >, 3. .Contractor to coordinate exact new door and window sizes with framed rough openings prior to a2 o — 12 ordering and installing replacement units. ' o Q 4. Provide building wrap under any new siding-areas. . tivi U l J — Mill2 Imo, CV z 0 I— 0 H CD ..---> I Ill zm 11: 0 N CL N Q < 0 0 = O 0� clin II `/ _ U) o J Q�• ro 0 f 14.547o)c (3)5'o1'u. x 'O''I-1 K a �U . ' 'r co :13'-5" 10'-1" 45'-8" 4'_0.. o _ c.0 PRQ, >"(r��n PANo ) c�� GINE ski W 3 CCI CD a W O'(A fn � r 18 8 - o C o_1> ._. 6 SHEET TITLE: iller 11 VI10 PARTIAL Ao Q EG'N r FRONT �� Fi1pBER 12 { V ELEVATION CONTRACTOR TO FIELD g1VDREW S� PARTIAL FRONT ELEVATION VERIFY ALL DIMENSIONS 3�6" = �-0" SHEET NO: EXPIRES: ' SCALES NOTED ON DRAWINGS ARE FOR bi -A-4¢j 11"X17"SHEET. SCALE ACCORDINGLY A-1.1 FOR DIFFERENT SIZE SHEET. .1- c) N. rn •- c o p o 1. Contractor to Field verify all dimensions and field conditions before beginning work. o a CO 2. Contractor to match existing siding type for all fire damaged areas on the building needing cz O ., a- 5“9 1- w repair. mCI u"- - � o `." iO aU 3. Contractor to coordinate exact new door and window sizes with framed rough openings prior to �, .. _ >, o — ordering and installing new units. v ''n o F 4. Provide house wrap under any new siding areas. ) ‘r > iii 9 N Oz 0 0 I— W I— CZ (1)uC1./RW Vu OP lb hI y� �8FR 12�� I1 1 V,cXPIRE ( ' M Zt) / XICNc b co N ° 21'-8" '� .Z Nw O 2 Z S-: $' Z F (76 m m 'OQ a Z Z Z � 0 >W U_' n, W 0"(.(1 w *) a 0- 0 . 0) SHEET TITLE: PARTIAL RIGHT ELEVATION CONTRACTOR TO FIELD PARTIAL RIGHT ELEVATION VERIFY ALL DIMENSIONS 3/g" = 1'-0" SHEET NO: SCALES NOTED ON DRAWINGS ARE FOR 11"X17"SHEET SCALE ACCORDINGLY A-1.Z FOR DIFFERENT SIZE SHEET. 0 N. °� E 0 1 Vent fans exhausting to the outside are required at each bathroom. c o o 0 2 Provide R21 in (E) 2x6 walls, R15 in (E)2x4 walls and R-38 in flat ceiling areas. Doors to be • 0 CD °, ", • 0N- m U=0.20 and windows to be U=0.35 for all replacement doors and windows. t• w v a) 3 Safety glazing is required in doors and all glazing with in 24" of either edge of the door in a nscf) f0 fir- o @� closedposition. — a) c Y - ,? 5 2 N c 4 Additional Measures per Table N1101.3 are not required as this is just a fire restoration and ' `" 0 0 < there is no change to the footprint. k` 41 %, 4'-0"_ 50'-9" I 13'-5" I 51'-3" 5, ` •. I il — , . . , L - , r' a , , , � , , [ iit I - b 0 oi . I UP cztLiniO — \‘=7-1 ----\-7 L=7I r� — , -kat.," A/ RCPA-112. - Z —,____ 7Arv.i*0-1.-- \ d ji Nz 2 (5) Q O =Q N / J „ N O 0 N Q /J�. / 0_ vaInEV 1 / \ QQtDQ CD UP 1 e = _ <ci i= — - I I 11 a - — co 14'-0" I 40'-8" I 10'-1" 13'-5" 10'-1" I 45-8" I 4'-0" 1 co 6N E ' • O CD �p PR©FF °°z N W F-W Z Ild, ci tzi-D A to FIRE_ I)ArrtA 66.1) - m m o a >-w o a w R2PLAc1 C S“..-I ie) ' $� . ': Ol!(-ICS �p Ci' a C�Rtp I>Ro'P Gtzlt..t/Q0 ` 5g-1Z *MLA C-T1ARht- ° o 0 , of �c ,�z.3b �R r=tzA�I iq El S�?A.)Rc SHEET TITLE ' rtt5 oEIS �' itc::::;‘GRIEN:0:::;1114'r,':•, G 7 MAIN � F�8ER12��fi�J 5 S� I�2.3a 44/DREW S. gel,Lac meLEVEL r.riWC-Wei FLOOR irXPIRE:� i .4iZ0 MAIN LEVEL FLOOR PLAN PLAN CONTRACTOR TO FIELD B VERIFY ALL DIMENSIONS (p- 1,‘- (u 332" = 1'-0" SHEET NO: SCALES NOTED ON DRAWINGS ARE FOR 11"X17"SHEET. SCALE ACCORDINGLY A-2"1 a FOR DIFFERENT SIZE SHEET. 13'-5" 51'-3" 5'-0" 3'-6" �' I. 77 1 1 I I 1 I 1 I I ;:c5- crn0 :2;8E:1 51: ,c1. o ; � , 2CI) CI] v� R` UoMMo ,,,,s \ iv_c_. 4,--43 ® el.p...P.,-pA „____L__:. au0_11 fi _ 4 ��G ,':: +Ao - 0,,,,,, U F01Pf�in� / sit - — - iV4"EW S N at 1 IrXPIRES.1. - o 'viio �S Q -mc_Irref3 _ 6' ?la-t5 id —, p(61 ple% _ tNo ..0(..‘UP tkeV 1R w/Nu- ?A-E Cs.oiq'_ FHRNAaF OZ----- t O — f 60 A-4\ � r II 1 ---� 1 _ `- I 7 I _____1O Copfkit �Dlz, W I— , C/ (!) 'N—(S) 45-1,41.4a O N Wau- ercorE SrorcC vizor.. =_J____J_____I___ ___i_____L____K______— u- I LJ t.,--24 i1\ O = O c.,'tSSLc- 00 a_ 0 / In n Q N cV e/ C9 1 -5_1° ��--- 6.F-ct.- ©..±'rCc��- � -�_t. CV _ = C9 F- 03 m O N N Q Q 2 O O D � a o z Nw O lil UP (9- m m o a z z o >-w o o_ w I I I IA 1 I I — O< w g rn co SHEET TITLE: 13'-5" 10'-1" _ 45'-8" I 4' MPARTIAL AIN LEVEL 12t4-ovlp 9ALPeT1o� PFLOOR CONTRACTOR TO FIELD ti�e.2 0� A2,1a PARTIAL MAIN LEVELFLOOR PLAN PLAN VERIFY ALL DIMENSIONS /g 1'-0" — SHEET NO: SCALES NOTED ON DRAWINGS ARE FOR 11"X17"SHEET. SCALE ACCORDINGLY A-2.1 b FOR DIFFERENT SIZE SHEET. 4'-0" 50'-9" 13'-5" _ , o °' E n — - oo8 c8i I 1 I I I I I I • m ON- a) 'a, :EC N M / .. \ -- N p U S O � 1**: C t f) .4 4, i.Y l-tic f . , O -�--_ 11i. 625-I 'O .t I: OOO � UQ 1- (----- .....(-...9PAIR,.. ....4.4•C-- L------1 , , I ,_, (-_ _----) 1_, ,_, _ _Th as I I - \ \. 0 - ` ? 11/4 -1 UP Z ( ,cc-ca _ _ O i 1 I I j O F-- - (.6„)wi..• 'EJ B C.V400.4f1 w- 01--57_ N N H I Q Q O � —) -__ O 00 ' I< p o 3,_) I I N tiR��9PRO�li F _ _ cpm N ik - O o REGOM z ct N // 4, ER12. �W � ; ; i ; >-z z a w I 1 I 1 1 t,EXPIRES: :2 c,:2. >-w v) O U O' O ❑ - Cn G-Z6-(V SHEET TITLE: 4'-0" 40'-8" 10'-1" .. _ 13'-5" .- PARTIAL MAIN LEVEL FLOOR PARTIAL MAIN LEVEL FLOOR PLAN PLAN CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS 3/s" = 1'-0" SHEET NO: SCALES NOTED ON DRAWINGS ARE FOR 11"X1rSHEET. SCALE ACCORDINGLY A-2.1c FOR DIFFERENT SIZE SHEET. to NI- c) rn E • C o 0 0 O)cop • O N o co 0 c Or- rn a C t Y o �, N co CoOUo2, N1 O7co 01-- .. T O = 7' � tnO � UQ It 13,_5" 51,_3" 5'-0" 3�-6" us q,_0., 50,_9" . z litS V4T Z O N N 1 �� DN _7)=..=...... ........7 - 112 O T " 1 — � w Z co E O N N - I < l �_ bH' DN N/ \ 1 7 _ co 4...o. I 40'-8" I 10.1" 13,_5" 10'-1" I 45'-8" 14,0" co 2 co os c0Z p.f O �t � M/,sLGF 5��� „;5.3, ,%, �6 =Z z• w RSP C ttl z �� atJ'iNt.e. /0 R6-Pt -ca. cg_ILf C-� sz z m o Ctt4i11`� DRop �Ps1Ll'Jq G'9 \ le'r, , kgic> DfZop celLit.161 r�,•-± .. A,-2•44- t, to:-9 18 8 vowel Prck o( W Q SHEET TITLEfai : *, OREGON� �,�,, UPPER `�' 7 LEVEL +,�"'"BER Al's��4 NpREW S FLOOR CONTRACTOR TO FIELD EXP .... 27. 30 -'moo UPPER LEVEL FLOOR PLAN PLAN VERIFY ALL DIMENSIONS (, • 24, - (Yi /32 = 11.0i, SHEET NO: SCALES NOTED ON DRAWINGS ARE FOR 11"X17"SHEET SCALE ACCORDINGLY A-2.2a FOR DIFFERENT SIZE SHEET. 13'-5" 51'-3" , 5'-0" , 3'-6" 7 -i n c,,,-. ji I I I I I I I • o Mmrnc , r— iHt al ( ) W©r't S , ,,) 0 NZ 0=1-7F‘ t-I5 t DN - I /N4/ ; I / Z O Ca�iasryo °—1 ,,,. / I I eicopQ,,,._ UJ zm �_ I1 LT_ N Q Q • ___-) O = O 1 I 00 0 � � � 1\_Lo_774-i=leis-riAos&N. _ ' �p to �/ I i � c/ LOQ _) C URS DN N QQLDU' ���,0 PROP*:s.‘G I N E �C1 1:�,� _ = LO F— '`'I 18;58 `i „ 1 — Q V Citi _S2s= i --,° ? :_Eo�^ Lo m o '11N A, y OREGONco z fiGeER �ti' t`�� � xz ii; mo1- 44/DREW 44/DREW }W 33W 1 EXPPI C. 3 0' 2ioZo 1 I i LI 1 1 1 _ v ❑ Q�, (Q SHEET TITLE: �� (Jr-•L7 13'-5" 10'-1" 45'-8" ( 4'-0" PARTIAL UPPER LEVEL FLOOR PARTIAL UPPER LEVEL FLOOR PLAN PLAN CONTRACTOR TO FIELD 3/s" = 1'-0" VERIFY ALL DIMENSIONS SHEET NO: SCALES NOTED ON DRAWINGS ARE FOR 11"X17"SHEET. SCALE ACCORDINGLY A-2.2b FOR DIFFERENT SIZE SHEET. 4'-0" 50'-9" 13'-5" r 7 7 _ 7 0 0 C• — v- . O N M co O U m O .5,a) . r ._, cp N M 2 N O O O W h ud 7 . 4Ic (S)o - GoI ica I _ ? . tP , ..., , ,/ : _ : b - N LTh ow T; 11/4 Mik --- ------.......) DNI I I I _------N\___,__,__. T ri ..„.1:a,....---"----:-.17 Z O p J ) , -11 / 5. i I— ( ?1L — O N LI_ 1— N_ QQ 0 L O _ z 0 = 1-1 I — I � O 0 R P1 In �/ .) J / �p PROF c° Q c\I DNM L L . H _...,.a_ K e < < . 0 1 85 S , �l�ioevc.K.r�fz�tNta 1' oFe • CV Q a) BER Al`401\ EXPIRES. -?o-ZoZp , }w 0 a, w I LI 1 I u 6.- 2 -t8 °g 0 0 g n SHEET TITLE: 4'-0" 40'-8" .1 10'-1" _ 13'-5" PARTIAL _ UPPER LEVEL FLOOR PARTIAL UPPER LEVEL FLOOR PLAN PLAN CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS 3/6" = 1'-0" SHEET NO: SCALES NOTED ON DRAWINGS ARE FOR 11"X17"SHEET. SCALE ACCORDINGLY A-2.2c FOR DIFFERENT SIZE SHEET. 13'-5" 511-3" 5'-0" . .3'-6" st r7 • • c E N U r _ <1 _.___ nl I 1 1 I I I _ L— o Ococo M c . 7, 6 c„ .. c. ._ co 0 0 . ai 1 _ �_ji 0, cn RioO L ----- / ,� ras \ I I i�ct; a :5"844 y tit T . , — A l 1 yj . y 'REGON 4401I0lip dAt. I _ i r --- ‹ I 1 _ _ ER 12, b 7 ._ .�,REW S > •-.... / i - / O ) -41c>W `,-;, < :7 _ 1 X ..... X ' ° 1 ! _ _ W , 1 i 2 w i— lk N . uzm 'O N ILL? i I ] i -I- 1 I L N I O =<.></ O 00 zOO (!) p _ � m1nQ CV Q V' LEGEND I _ _ CD ~ SWITCH I ) _ I ( co _ m i�/��� \>< / \ ELECTRICAL WIRE \ >k X 2NoN �z � LIGHT FIXTURE o s z i } •z cu I-- UP R0 m m O Q 2 x 4 DROP CEILING >-w C. a w PANEL I I I ❑ I I I _ Ea(i) � § • SHEET TITLE: EXIT EXIT SIGN 10'-1" i. 45'-8" I 4'-0" I PARTIAL MAIN LEVEL REFLECTED CONTRACTOR TO FIELD . .-. -'c~ D''' PARTIAL MAIN LEVEL REFLECTED CEILING PLAN CEILING VERIFY ALL DIMENSIONS G�t1.irlc-1 Svt�P � L �D� 3/16 1'-0" PLAN SHEET NO: SCALES NOTED ON DRAWINGS ARE FOR 11"X17"SHEET. SCALE ACCORDINGLY A-2.3a FOR DIFFERENT SIZE SHEET. 4'-0" 50'-9" 13'-5" o _ 4 7 "--1 I I r r 1 1 1 Iiii i (%) oo U o o m 3 25 : : ! hi..4 hi.4 4 <- CO 0 0 < hi ._ .11-........-- i EN , EINE I riallligi ------) b .P.7 I W I In i MN IIIIIIrmk pri N 101 wifitoil . Milt �II ii_PIPA Is'-''APA /Ar, _____ ad, UP EMI I 0 H 1111„ ` / 1 E. O co N -tomommorii .‘4_ itiA 11 iiMillrill PRI WA, z O 111111111110=A111111111=M1=0111E O O cn p 2 � oQ N In. III LEGEND = = C9 i= �I Zia( „`, ra.... .imum. ►,■II ►/ . $ SWITCH + ;,. o / \ ELECTRICAL WIRE GAN a rr N N prA � ����� < LIGHT FIXTURE 1if g 0o wo I� ...... mi INA_ �ll� _ _ fii II' OREGON 6 a UP ir 2 x 4 DROP CEILING``iP �L 1C5j�it C>5 w h a w - PANEL + BER 12' �� c ` 0-¢ o g F ■ • 44/CIREW S- SHEET TITLE: EXIT EXIT SIGN RES - 4'-0" 40'-8" 10'-1" j EXPIee. PARTIAL 6-U.-te MAIN LEVEL REFLECTED 4 _ .a.. - �=� , ' � PARTIAL MAIN LEVEL REFLECTED CEILING PLAN CEILING CONTRACTOR TO FIELD C:Efr:. c +- 3/s" = 1'-0" PLAN VERIFY ALL DIMENSIONS SHEET NO: SCALES NOTED ON DRAWINGS ARE FOR 11"X17"SHEET SCALE ACCORDINGLY A-2.3b FOR DIFFERENT SIZE SHEET. 13'-5" 51'-3" 5'-0" 3'-6" tr5- 69:..... .... W U r 7 ..._...- nl I I ) I I I 1 0� O. , • c >. / >< ,,,,.v,_ I C7'1../R,,,, o U oM Mo m ( ----- ---- _ V 7 ( - , , , �_ 'Aitii 858 - ,, ,,, 4, ?<rl , / tk 0 ct, g- �.WEGON ''�, N ><______,_ 1, MO 1 1 1 EXPIRE . -;o"ZoZ°' DN _r:. I c,-tis-(e) ���N >< / z O . -> \ 1 Pe <..-- 7 _ / W w —W I I 1 w N — 2 \ — i - � m / \ \ —r2> ..---- } ci_. (\I Q Q O = C CO>< —>i< N. _______ ____>< Optr) p ji>:-- -1------ * � DN N QQC9 � LEGEND \ I ~ $ SWITCH 00 - m o / \ ELECTRICAL WIRE I \ opo 0 \ ->< _ 1 �z >••< LIGHT FIXTURE >< ->< _ / =zcsi COCO • 1cd -- 0 c7 o Q zziro 2 x 4 DROP CEILING >-w c� a w PANEL I I I H I I I w a f) g t� ■ SHEET TITLE: EXIT EXIT SIGN 10'-1" 1 45'-8" 4'_0" PARTIAL UPPER LEVEL REFLECTED 3. - ���-o����bsa— PARTIAL UPPER LEVEL REFLECTED CEILING PLAN CEILING CONTRACTOR TO FIELD .,.r-- "I`16) s/s., = 1v_0n PLAN VERIFY ALL DIMENSIONS SHEET NO: SCALES NOTED ON DRAWINGS ARE FOR 11"X17"SHEET. SCALE ACCORDINGLY A-2.4a FOR DIFFERENT SIZE SHEET. 4'-0" 50'-9" 13'-5" 7 7 C p p 6O n — 0 op0o o I I l I J I J o mo�o M c ) p6- �'> •� c � c I. `� o5c, coo (I� � g -.gi .../ r_ :E i" rn w c, o _ >' . V - — 2 ) 1t k , d- I i A =_ __.. N.. DN \ _ ---T ____. II I _____ ...... __ ___ >< + Z O 1= 1 > ...... , ,„., , I 1 / _ 0 I__ I= ) k __ 6 CZ ... _ I <iii;1.)t......, Lll CLT. L oN ( i 00 FRpFes . O = ez \ >I. j .... _____ ..- � ��G,NF��sr O 0 -. �� i 8 8 i. ,n N DN / LEGEND , � ��� OREGON �s� L LO 1— / \ $ SWITCH ��. R �2. ��t co >< ><- >< ><// / \ ELECTRICAL WIRE ��Q,+= �� o U��,'►� oo z LIGHT FIXTURE ` N w O =z >- , •z i- 0 5 m m 3 a 2 x 4 DROP CEILING >-w 0 a w z a. � w — I I I u PANEL p' o SHEET TITLE: EXIT EXIT SIGN PARTIAL _1 4'-0" 40'-8" 1 10'-1" UPPER LEVEL REFLECTED N' ' ` ` �'f PARTIAL UPPER LEVEL REFLECTED CEILING PLAN CEILING CONTRACTOR TO FIELD — _'a.�, k � _ �`�"' �'e�` � ���_,� VERIFY ALL DIMENSIONS 3/s" = 1'-0" PLAN SHEET NO: SCALES NOTED ON DRAWINGS ARE FOR 11"X17"SHEET. SCALE ACCORDINGLY A-2.4b FOR DIFFERENT SIZE SHEET. La v 0 r-- a) � ca 000 8 U O o O ro-o rn O) C o (600000 co g "") U) d7 — a7 ca O D>+ . fir" CS) ''-`-.,`r'-4 ;yxtrQG to /Loa,D 5- 4A5f'014be) z 0 1—pi5T512 6(0 ra16tot 0 I— it - ` ° EDF w z - t-f"ie. pc-ikA.5?s_tirser, -1 cc, 1 8:58 A ,r. .1 2 N- e `'pG ZAGTai �'41BER12 NV' - in i Q NDREyd S Q Q <o CD •-. co EXPIRES: ('f, - 2j _ _ I- 0"20e0 coz `E.c7 N W I 21'-8" _I_ 20'-4" O z w }zLL, ix, & o z 0< W m < � U-, o o -' SQ SHEET TITLE: CROSS SECTION A-A CROSS SECTION A-A CONTRACTOR TO FIELD 3/s" = 1'-0" VERIFY ALL DIMENSIONS SHEET NO: SCALES NOTED ON DRAWINGS ARE FOR 11"X17"SHEET. SCALE ACCORDINGLY A-3.1 FOR DIFFERENT SIZE SHEET. In d- c. N- c)) • 1,3 yrR (n O 88 8 yr, 1885�r kil �,jov, _ � � �.., Vit0 •4 ON . G \� : ‘ 0,,, � BER12;�c( " �; z , 4/V©REW S 1.. (PIKES: p� • 4 tit L111J @ @ a 0 C @ @ @ @ @ iii @ _ [ @ @ _ UH [ [ @ Hil cs "'ZIO- tV —11L4,—; ' , of L -- L-i Ja cG CV Z Sy.SP NI ,I, CE aNEI 0 F— (n EV L@ [ [ = I@0 .0 ] [ OH@O -" [ 0 =ji@I @@ ] [ [ H H Hn,.H H H [ H [ IJ ] @@@ :1-----: CZ oN t @ 6"0,. _ p z Z.:,ig.c.f ao Z o lks.pfrota, 14.(2- SO4Prc,4o f..o ep",,Dof,Ww, egcz i.e..5:, ' ANAs-4.1 Ln Q (2)2Xto = = <DH 0 4'o '0 co e� `� 4 o T (9 o _ TSZ TS Ce NW O LLI (=90 m m Q (9 O 0 L 10,-i" ...L 45'-8" 4'-0" -±"z z z ce o< L11 U 0 0 —¢i co SHEET TITLE: CROSS SECTION B-B CONTRACTOR TO FIELD CROSS SECTION B-B VERIFY ALL DIMENSIONS 3/s" = 1'-O" SHEET NO: SCALES NOTED ON DRAWINGS ARE FOR 11"X17"SHEET. SCALE ACCORDINGLY A-3.2 FOR DIFFERENT SIZE SHEET. to -1- Code Code Summary o c o Residential Group B �� t�, o o� M c ��1 k, 1 :858 ' ° co 4 Unit-Office Building Complex .,' / 11 YO," 0 o iJ o o V) --) C---6)12,/a` D-oze, Okt-L-- Construction Type-V-B ;• I7OG OREGON 4Z °' .. i 4/ BER A41-',<,\ Table 503- 2-Story Maximum -INDREW S'� Allowable Height: 40' '' EXPIRES _c,,-!O-rev) �� L 1 Allowable Area: 9,000 sf(may be increased for multi-story and separations) Allowable Area Increase;Section 506.4.1: " ' The allowable area of a occu anc with two stories above plane ` ( singleoccupancy building grade `. I multiply the area in Table 503 by two. (2)9,000=18,000 sf ge Actual area: 4,619 sf per floor<9,000 sf F A 1 9238 sf total area< 18,000 sf z O icert f,to - Actual Height:24'<40' - t= 16"(1.:-1-61$7 . 1 eI� 'IOC, Table 508.4: No required occupancy separation between Group B, Office Tenants O Spaces. w I— ArT Co�(��D6 W CZ N z 'RAZ-POS'i TZ. �Si- �'�1C‘,rt 4 41021.1-Each Office space to have a minimum of one exterior exit stairwayand 50percent of exits must LUp C) O N be exterior exit stairway. t1-- (NI COICP POP, 6................-------- %' -rvo)E_A. e....-1,11 pciAN\ a_ vk' $ i , c1015-Two exits required at the second story of a B occupancy when the occupant load exceeds 29 per Q Q n ti) "~ table 1021.2(2). Max travel distance 75'. 0 r O z vJP 35(D OOcno Rowe., 1018-Corridors: A 1-hour rated corridor is required in Type B occupancies for an occupant load greater min cv than 30. Q Q LD C _ = C9 i---- (0 - CK zX 14•@ ItrI©L. 708- 1-hr rated Fire Partitions are required at the corridor walls. - v"mt-_- Fiztrt^ I tklC? 716-Openings: 20 minute rated doors and 45-minute rated windows are required in corridor fire co ° Q ° o ° partition walls per Table 716.5. - o coz 714-Penetrations: As required for fire barriers N w ° Alla tn.- C° Rt.201)0(Z, v)AIL L m m o 718.3-Draft-stopping shall be installed so that horizontal floor areas do not exceed 1,000 sf. a W 3 a Ilar p °� W � � � °� o a w 718A-Draft-stopping shall be installed in concealed roof spaces so the horizontal area does not exceed SHEET TITLE: 3,000 sf. Z` t ''uan� 1011-Exit Signs: Provide exit signs at each required exit door. SHEET NO SCALES NOTED ON DRAWINGS ARE FOR 11"X17"SHEET SCALE ACCORDINGLY _Q - 4.. 1 4." 1 FOR DIFFERENT SIZE SHEET. / • v o EO P€ QF4- - E �N'�C,I N `�% Fire Sound GA SKETCH AND DESIGN DATA iS rn 0 CO 8 1- Ir RatingFile M i 9STC No. ASSEMBLY DESCRIPTION Fire Sound '' rn J 18.58 N t w VP i IP v . O M LO a 0' • p � 35 - X I O -d mp = iG N wtO Gypsum Wallboard,Wood Studs cn O i < "IBER AI` HR One layer 5/a"type X gypsum wallboard or veneer base applied „ qHARE'4 5 �� 39 parallel with or at right angles to each side of 2 x 4 wood studs Thickness:4 r/avir WP 3510 spaced 24"o.c.with 6d coated nails 17/a" long,0.0915"shank, hi Approx.Weight:7 Fire Test:UL R3501-47,48 9-17-65' 708.2 Materials.The walls shall be of materials permitted by �,I�E "-�: l �l4" heads,7" o.c.Wallboard nailed to top and bottom plates at Design U309 the building type of construction. `e I 7"o.c.Stagger joints 24"o.c.each side.(LOAD-BEARING) ,. IS Design 129,7-22-70 ifig 708.3 Fire-resistance rating.Fire partitions shall have afire-. Design U314 ut Sound Test:NGC 2404,10 resistance rating of not less than 1 hour. --14-7fl << 1.2. Bya horizontal distance of not less than TABLE 716.5 ` SECTION 714' OPENING FIRE PROTECTION ASSEMBLIES,RATINGS AND MARKINGS I Iii the depth of the wall cavity where the PENETRATIONS • wall cavity is filled with cellulose loose- MREQUIRED FIRENIMUM DOOR MINIMUM SIDELIGHT/TRANSOM ASSEMBLY FIRE-RATED GLAZING MARKING 714.1 Scope. The provisions of this section shall govern the fill,rockwool or slag mineral wool insula- TYPE OF WALL AND FIRE DOOR VISION FIRE RATED RATING(hours) SIDELITE/TRANSOM PANEL materials and methods of construction used to protect tion; ASSEMBLY SHUTTER GLAZING MARKING ASSEMBLY PANEL SIZE RATING ASSEMBLY DOOR VISION PANEL° Fire through penetrations and membrane penetrations of horizon- 1.3.By solid fireblocking in accordance with (hours) RATING Fire protection resistance Fire protection ressltmance tal assemblies and fire-resistance-rated wall assemblies. Section 718.2.1; (hours) z 1.4.By protecting both outlet boxes with Fire protection 0_ listed putty pads;or 3 Maximum H 714.3 Fire-resistance-rated walls. Penetrations into or Other fire barriers 1 /4 D-H NT 45 3/4 D-H-NT-45 through fire walls,fire barriers,smoke barrier walls and fire 1.5.By other listed materials and methods. size tested partitions shall comply with Sections 714.3.1 through 2. Membrane penetrations by listed electrical boxes 1 � /3b Maximum D-20 3/,b D-H-OH-45 H 714.3.3. Penetrations in smoke barrier walls shall also coin- of any material, provided such boxes have been Fire partitions: so,n,u size tested ply with Section 714.5. tested for use in fire-resistance-rated assemblies Corridor walls 1 b Maximum 3f�N(L CZ t j and are installed in accordance with the instruc- 0.5 /3 size tested D-20 1/3 D-H-OH-2011.1 z 138 tions included in the listing. The annular space O N m between the wall membrane and the box shall not f- N exceed i1 inch(3.1 mm)unless listed otherwise. SECTION 1018 SECTION 708 - N 0_ N714.3.2 Membrane penetrations. Membrane penetra- Such boxes on opposite sides of the wall or parti- CORRIDORS FIRE PARTITIONS Q Q tions shall comply with Section 714.3.1. Where walls or tion shall be separated by one of the following: 1018.1 Construction.Corridors shall be fire-resistance rated 708.1 General. The following wall assemblies shall comply 0 r (V partitions are required to have, a fire-resistance rating, recessed fixtures shall be installed such that the required 2.1.By the horizontal distance specified•in the in accordance with Table 1018.1.The corridor walls required with this section. z ?� 0 to be fire-resistance rated shall comply with Section 708 for 0 Q fire-resistance will not be reduced. listing of the electrical boxes; 1. Walls separating dwelling units in the same building as �/ fire partitions. required bySection 420.2. [D Exceptions: 2.2.By solid fireblocking in accordance with TABLE 1018.1 q 2 cZ CD Q Section 718.2.1; CORRIDOR FIRE-RESISTANCE RATING 2. Walls separating sleeping units in the same building as Q < CD C! 1. Membrane penetrations of maximum 2-hour fire- 2.3.By protecting both boxes with listed putty REQUIRED FIRE-RESISTANCE required by Section 420.2. r E C.0 I= resistance-rated walls and partitions'by steel elec- pads;or OCCUPANT RATING(hours) 3. Walls separating tenant spaces in covered and open trical boxes that do not exceed 16 square inches OCCUPANCY LOAD SERVED p g P p ,c BY CORRIDOR Without With sprinkler mall buildings as required bySection 402.4.2.1. (0.0 103 m2)in area,provided the aggregate area 2.4. By other listed materials and methods. sprinkler system system' g e m 0 j I of the openings throw h the membrane does not 3. Corridor walls as required by Section 1018.1. o g 2 3. Membrane penetrations by electrical boxes of H-1,H-2,H-3 All Not Permitted 1 N o exceed 100 square inches(0.0645 m)in any 100 any size or type,which have been listed as part'of 5. Elevator lobby separation as required by Section o - 8- square feet (9.29 m2) of wall area. The annular a wall opening protective material system for use H-4,H-5 Greater than 30 Not Permitted 1 z P gY 713.14.1. o� space between the wall membrane and the box in fire-resistance-rated assemblies and are A,B,E,F,M,S,U Greater than 30 1 Wig 0 shall not exceed'/ inch(3.1 mm).Such boxes on N z o I/8 installed in accordance with the instructions di z z } } z R Greater than 10 Not Permitted 0.5 0 0 m m o Q opposite sides of the wall or partition shall be included in the listing. * 708.4 Continuity.Fire partitions shall extend from the top of }z z 3 a 0 ww separated by one of the following: 1-2a,I-4 All Not Permitted 0 the foundation or floor/ceilingassemblybelow to the under- a 4. Membrane penetrations by boxes other than elee- o' o 1.1. By a horizontal distance of not less than trical boxes,provided such penetrating items and I-1,I-3 All Not Permitted 1b side of the floor or roof sheathing, slab or deck above or to 24 inches (610 mm) where the wall or the annular space betweenthe fire-resistance-rated floor/ceiling or roof/ceiling assembly SHEET TITLEthe wall membrane above,and shall be attached thereto.In combustible R> �4 V�Art L partition is constructed with individual and the box, are protected by an approved mem- 708.6 Openings. Openings in a fire partition shall be pro- construction where securelythe re partitions are not required to be 1 "¢nno�Tlo`�` noncommunicating stud cavities; brane penetration firestop system installed as tected in accordance with Section 716. continuous to the sheathing,deck or slab,the space between tested in accordance with ASTM E 814 or UL the ceiling and the sheathing,deck or slab above shall be between 2014 OIj 4G ferTR LCTURAL SPECIALTY CODE 1479,with a minimum positive pressure differen- SECTION 716 blocked or draftstopped in accordance with Sections 718.2 tial of 0.01 inch(2.49 Pa)of water,and shall have OPENING PROTECTIVES and 718.3 at the partition line. The supporting construction an F and T rating of not less than the required 716.1 General. O enin rotectives shall be protected to afford the required fire-resistance rating fire-resistance rating of the wall penetrated and P g p required by other sec- of the wall protected except for walls -r separatingtenant SHEET No: be installed in accordance with their listing. tions of this code shall comply with the provisions of this sec- supported, j tion. spaces in covered and open mall buildings, walls sepatating A - 4-2 1 5. The annular space created by the penetration of dwellin units,walls se an automatic sprinkler,provided it is covered by waist in buildings of Type IIB,separating Beand VB constructi n corridor - a metal escutcheon plate. La SECTION 25.212—INSTALLATION • WATER SUPPLY AND DRAIN PIPES SHALL BE o 25.212.1 Vertical Hangers. Suspension wires shall not be INSULATED OR o E g P When heavy-duty systems are used,supplemental hangers are OTHERWISE in coo n smaller than No.12 gage(2.7 mm)spaced at 4 feet(1219 mm)on not required if a 48-inch(1219 mm)modular hanger pattern is fol- CONFIGURED TO MIRROR o M • center or No. 10 gage(3.4 mm)at 5 feet(1524 mm) on center lowed.When cross runners are used without supplemental hang- PROTECT AGAINST LEVER VALVE cn O ^ .c along each main runner unless calculations justifying the in- ers to support lighting fixtures,these cross runners shall provide CONTACT. NO SHARP 8.. c 6 c creased spacing are provided. cp the same carrying capacity as the main runner. OF ABRASIVE SURFACES. AI o U o oEach vertical wire shall be attached to the ceiling suspension Lighting fixtures weighing less than 56 pounds(25.4 kg)shall RS - o "' member and to the support above with a minimum of three turns. r a' `o PPo have,in addition to the requirements outlined above,two No. 12 _ Connection devices at the supporting construction shall be capa- gage(2.7 mm)hangers connected from the fixture housing to the 1 I --, x k 1r ,- to O U ble of carrying not less than 100 pounds(445 N). structure above.These wires may be slack. o ' P....--2-Allh Suspension wires shall not hang more than 1 in 6 out-of-plumb Li htin fixtures weighing56 25.4 or more shall o. m '-' ,.-* — :� unless counterslo in wires are provided. Lighting pounds( kg) N N a -./t ) z P g P be supported directly from the structure above by approved hang- ♦ ♦ • ♦ •.‘ , Wires shall not attach to or bend around interfering material or ers. 11 / 6 equipment. A trapeze or equivalent device shall be used where Pendant-hung Iighting fixtures shall be supported directly from KNEE CLEARANCEIN. ./ 110 obstructions preclude direct suspension. Trapeze suspensions the structure above with No. 9 gage(3.8 mm)wire or approved (SHOWN DASHED) 17.25^ shall be a minimum of back-to-back 11/4-inch(31.75 mm)cold- alternate support without using the ceiling suspension system for TOE CLEARANCE 25"MAX' IZ Z rolled channels for spans exceeding 48 inches(1219 mm). direct support. (RECTANGLE) ow 25.212.2 Perimeter Hangers. The terminal ends of each cross SECTION 25.214—MECHANICAL SERVICES runner and main runner shall be supported independently a maxi F.O. WI mum of 8 inches(203.2 mm)from each wall or ceiling discontinu- Ceiling-mounted air terminals or services weighing less than WALL ity with No. 12 gage(2.7 mm)wire or approved wall support. 20 pounds(9.07 kg)shall be positively attached to the ceiling sus- pension main runners or to cross runners with the same carrying 6"� 36" 25.212.3 Lateral Force Bracing. Where substantiating design 39"-41" calculations are not provided, horizontal restraints shall be ef- capacity as the main runners. 12" fected by four No. 12 gage(2.7 mm)wires secured to the main Terminals or services weighing 20 pounds(9.07 kg),but not -, 12' -}— A MA . Z runner within 2 inches(50.8 mm)of the cross runner intersection more than 56 pounds(25.4 kg),in addition to the above,shall have 40 I GB-18 0 and splayed 90 degrees from each other at an angle not exceeding two No.12 gage(2.7 mm)hangers connected from the terminal or tit 45 degrees from the plane of the ceiling.A strut fastened to the service to the ceiling system hangers or to the structure above. .c GB-36 3-14.-- C y GB-42 e 4 + main runner shall be extended to and fastened to the structural These wires may be slack. y 42"MIN. o _ members supporting the roof or floor above.The strut shall be ad- TP ' FNR M V- pp g Terminals or services weighing more than 56 pounds(25.4 kg) • T .-PT'-"r- `? �- 8 equate to resist the vertical component induced by the bracing shall be supported directly from the structure above by approved a z FNR • " " a z TP L) 1 "' � 1- wires.These horizontal restraint points shall be placed not more hangers. — I than 12 feet(3658 nun)on center in both directions with the first g ^• - S W Z point within 6 feet(1829 mm)from each wall.Attachment of the T L 18" , TOILET 36" CZ 0 m restraint wires to the structure above shall be adequate for the load T MAX. IL I- N imposed. FRONT ELEVATION SIDE ELEVATION _ n 2 N • (\ Lateral-force bracing members shall be spaced a minimum of Q 0/.-47":0* /�{�/� Pt xTtn re.IS N�vcn N 1 t r-,el �E l Ca 1441-4' 0 = 6 inches(154 mm)from all horizontal piping or ductwork that is ' not provided with bracing restraints for horizontal forces.Bracing ' , GtNE� 1-9/ � � R�oO oo(L z ?� 0 wires shall be attached to the grid and to the structure in such a � ZA-t t I Nli 0 0 (j) manner that they can support a design load of not less than 200 6 j 18;58';s lL rk �/ pounds (890 N)or the actual design load,whichever is greater, \ 1� 75 oz LO Q with a safety factor of 2. ► Co M PRf+Otor3 SisMT LDC0 O'GOi� , C u^C Ai-t i rt r _ _ 17-:25.212.4 Perimeter Members. Unless perimeter members are r\0 4" c ' � o�''tt M:0t 0 a structural part of the approved system,wall angles or channels .4 -478ER 11` 4� `R� G ��'� � shall be considered as aesthetic closures and with no structural .Q/1/ S' ' co value.Ends of main runners and cross members shall be tied to- DREW m o N \ gether to prevent their spreading. r . &20 o 0 XPIRES ?j °� 25.212.5.Attachment of Members to the Perimeter. To facili- C'26-(6 I i our tate installation,main runners and cross runners may be attached N w O to the perimeter member at two adjacent walls with clearance be- i m m o tween the wall and the runners maintained at the other two walls �� o or as otherwise shown or described for the approved system. 1 , I/ }w 0 as w U� 0 D r 0) SECTION 25.213—LIGHTING FIXTURESII M _...41 V SHEET TITLE .kt 12 GSA r uJ I,iCjj 5�5 Pfz�.►D9 C�1-►"KT Intermediate or heavy-duty ceiling systems as defined in Section FctAci /1.-4ACIE, 2?c bRaf C 5r.' Iw Ro° �StyThttr�0�.__- 25.202 shall be used for the support of lighting fixtures. t2C�A�tti &t VI G i'�'° 4i't 12 o MaX vJtr�ts�iSvLlni4 � 4`1 '!" All lighting fixtures shall be positively attached to the sus- a t F� pended ceiling system.The attachment device shall have a capac- (c)r( a o Minx (/„(3 ity of 100 percent of the lighting fixture weight acting in any ' direction. 1�/ , 61AS r a_N 7wp cal Li/00 5 .^7�.1NC7 When intermediate systems are.used,No. 12 gage (2.7 mm) SCALES NOTED ON DRAWINGS ARE FOR SHEET NO hangers shall be attached to the grid members within 3 inches(76 2 �� I 11"xn"SHEET. SCALE ACCORDINGLY NI, /� /1„ FOR DIFFERENT SIZE SHEET. mm)of each corner of each fixture.Tandem fixtures may utilize }- V --M- -- _ common wires. STRUCTURAL NOTES GENERAL STRUCTURAL NOTES REINFORCED CONCRETE(No"r- rA46.0) 1. THESE NOTES ARE GENERAL IN NATURE AND ARE INTENDED TO SET MINIMUM 1. CEMENT: ASTM C150 TYPE I OR II. STANDARDS FOR CONSTRUCTION. 2. AGGREGATE: ASTM C33, 1-1/2" MINUS AT FOOTINGS AND 3/4" MINUS AT WALLS. 2. ALL WORK SHALL BE IN STRICT CONFORMANCE WITH THE 2012 INTERNATIONAL BUILDING CODE (IBC) AS AMENDED BY THE STATE OF OREGON (2014 OSSC). ALL 3. WATER: IN CONFORMANCE WITH ASTM C94. BUILDING ELEMENTS AND COMPONENTS AND COMPONENTS NOT SPECIFICALLY DETAILED IN THESE STRUCTURAL CONSTRUCTION DOCUMENTS SHALL BE FABRICATED AND CONSTRUCTED 4. WATER REDUCING ADMIXTURE: ASTM C490 TYPE A, OR F MID RANGE TYPE. IN ACCORDANCE WITH THE MINIMUM STANDARDS CONTAINED IN SECTION 2308 - CONVENTIONAL LIGHT FRAME CONSTRUCTION OF THE IBC AS AMENDED BY THE STATE OF 5. AIR-ENTRAINING ADMIXTURE: ASTM C260. OREGON. 6. STRUCTURAL CONCRETE: f'c = 3.000 PSI 0 28 DAYS. SLUMP SHALL BE 4" +/- 1". 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS BEFORE SLUMPS MAY BE INCREASED TO 8" MAXIMUM USING A MID-RANGE WATER REDUCER. AIR CONSTRUCTION. THE ARCHITECT AND ENGINEER SHALL BE NOTIFIED OF ANY ENTRAINMENT SHALL BE 5% +/- 1 34% AT EXPOSED EXTERIOR CONCRETE. CONCRETE DISCREPANCIES OR INCONSISTENCIES. SHALL CONTAIN A WATER REDUCER. MAXIMUM WATER CEMENT RATIO SHALL BE .58 FOR 4. THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. 3,000 PSI CONCRETE. CONCRETE MATERIALS AND QUALITY SHALL BE IN ACCORDANCE METHODS, PROCEDURES, AND SEQUENCE OF CONSTRUCTION ARE THE RESPONSIBILITY OF WITH CHAPTERS 3 AND 5 RESPECTIVELY OF ACI 318 "BUILDING CODE REQUIREMENTS FOR THE CONTRACTOR. THE CONTRACTOR SHALL TAKE,ALL NECESSARY PRECAUTIONS TO STRUCTURAL CONCRETE. MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF 7. TRANSPORTING OF READY-MIX CONCRETE SHALL BE IN ACCORDANCE WITH ASTM C94 CONSTRUCTION. "SPECIFICATION FOR READY-MIXED CONCRETE" AND CONCRETE PLACEMENT, CONSOLIDATION 5. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD FOR THE AND CURING SHALL BE IN ACCORDANCE WITH SECTION 5 OF ACI 301 "SPECIFICATIONS FOR STRUCTURE. PROVIDE SHORING AND/OR BRACING WHERE LOADS EXCEED DESIGN CAPACITY STRUCTURAL CONCRETE". AND WHERE STRUCTURES HAVE NOT ATTAINED DESIGN STRENGTH. 8. HOT-WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 305 "HOT WEATHER CONCRETING". COLD WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 306 ACI 306 "COLD WEATHER CONCRETING" AND ACI 306.1 "STANDARD SPECIFICATION FOR COLD DESIGN LOADS WEATHER CONCRETING". FLOOR LOADS: 9. STRENGTH TESTING OF CONCRETE SHALL BE IN ACCORDANCE WITH SECTION 1.6 OF ACI DL 15 PSF 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE". CONCRETE TESTS SHALL BE MADE LL 50 PSF FOR EACH 100 CU. YDS. OF CONCRETE PLACED. ROOF LOADS: REINFORCING STEEL ROOF DL 15 PSF ROOF LL 25 PSF 1. REINFORCING STEEL: ASTM A 615 GRADE 60 DEFORMED BARS. SNOW LOADS: 2. FABRICATION AND PLACEMENT SHALL BE IN ACCORDANCE WITH CRSI MSP-1 "MANUAL GROUND SNOW LOAD 25 PSF OF STANDARD PRACTICE" AND SECTION 3 OF ACI 301 "SPECIFICATIONS FOR STRUCTURAL FLAT ROOF SNOW LOAD 25 PSF, USE 25PSF MIN CONCRETE. SNOW EXPOSURE FACTOR, Ce 1.0 3. REINFORCING STEEL LAP SPLICES NOT OTHERWISE INDICATED SHALL BE ACI STANDARD SNOW LOAD IMPORTANCE FACTOR. Is 1.0, CATEGORY II CLASS 8 IF SPLICED AT THE SAME LOCATION OR CLASS A IF SPLICES ARE STAGGERED THERMAL FACTOR, Ct 1.2 BETWEEN ADJACENT BARS ONE LAP LENGTH MINIMUM. WIND DESIGN CRITERIA: 4. UNLESS OTHERWISE INDICATED, MINIMUM CLEARANCE FOR REINFORCING STEEL SHALL BASIC WIND SPEED (ULTIMATE WIND SPEED) 120 MPH BE 3" FOR CONCRETE CAST AGAINST EARTH; FOR CONCRETE EXPOSED TO EARTH OR WIND IMPORTANCE FACTOR, Iw 1.0, CATEGORY II WEATHER. 1 1/2" FOR #5 AND SMALLER BARS AND 2" FOR #6 AND LARGER BARS. WIND EXPOSURE FACTOR EXPOSURE B INSTALL WITH PROPER BAR SUPPORTS PRIOR TO CONCRETE PLACEMENT. EARTHQUAKE DESIGN CRITERIA: 5. PROVIDE CORNER BARS OF THE SAME SIZE AND SPACING AS THE HORIZONTAL SEISMIC IMPORTANCE FACTOR, le 1.0, CATEGORY II REINFORCEMENT. SEISMIC USE GROUP GROUP I SPECTRAL ACCELERATION, Ss N/A FORM WORK SPECTRAL ACCELERATION, 51 N/A SITE CLASS SITE CLASS D 1. CONSTRUCTION, SHORING AND BRACING OF FORMWORK SHALL BE IN ACCORDANCE WITH SEISMIC DESIGN CATEGORY, SDC CATEGORY 0 SECTION 2 OF ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE". RESPONSE MODIFICATION FACTOR, R N/A SEISMIC RESPONSE COEFFICIENT, Cs N/A 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN, CONSTRUCTION, SEQUENCING DESIGN BASE SHEAR, V N/A AND SAFETY OF ALL FORMWORK AND SHORING. CONCRETE ACCESSORIES SPECIAL INSPECTIONS 1. PREMOLDED JOINT FILLER: ASTM D1751 ASPHAULT-SATURATED FIBER TYPE. AN INDEPENDENT TESTING LABORATORY CHOSEN BY THE OWNER SHALL PROVIDE SPECIAL 2. SMOOTH DOWELS: ASTM A36 ROUND BARS. PROVIDE WITH SLEEVES AT ONE SIDE OF INSPECTIONS IN ACCORDANCE WITH CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE THE JOINT. FOR THE FOLLOWING AREAS OF WORK. 1. CONCRETE: SUBMITTALS CYLINDER TESTS, SLUMP TESTS, AIR CONTENT DURING PLACEMENT OF REINFORCING STEEL & ANCHOR BOLTS 1. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER PRIOR TO DURING PLACEMENT OF CAST-IN-PLACE CONCRETE (CIP) FABRICATION/INSTALLATION ALL SHOP DRAWINGS, PRODUCT DATA, ETC. NECESSARY FOR (CONCRETE SPECIAL INSPECTION IS NOT REQUIRED FOR CONCRETE STRENGTHS LESS THAN PERFORMANCE OF THE WORK IN THE SHOP AND AT THE SITE. 2500 PSI WHEN AN APPROVED MIX DESIGN IS SUBMITTED FOR REVIEW BY THE ENGINEER) - REINFORCING STEEL SHOP/PLACEMENT DRAWINGS 2. ALL EPDXY ANCHORAGE (BOLTS AND REINFORCING) - CONCRETE MIX DESIGNS THE FOLLOWING COMPANIES HAVE BEEN PRE-APPROVED FOR SPECIAL INSPECTION, ALTERNATIVES SHALL BE SUBMITTED TO AND APPROVED BY THE ENGINEER PRIOR TO USE: STRUCTURAL STEEL (`w\�n"r %Aic.b) CARLESON TESTING, INC MAYS TESTING ENGINEERS, INC. 1. STRUCTURAL STEEL SHALL CONFORM TO ASTM A53, GRADE B FOR PIPE SECTIONS, 8430 SW HUNZIKER ROAD 7911 NE 33RD DRIVE, SUITE 190 ASTM A500, GRADE B FOR TUBE SECTIONS AND ASTM A572, GRADE 50 FOR OTHER TIGARD, OREGON 97281 PORTLAND, OREGON 97211 STRUCTURAL SHAPES. EXCEPT AS NOTED ALL STRUCTURAL STEEL IS TO BE PAINTED (503) 684-3460 (503) 281-7579 AFTER FABRICATION. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN PROFESSIONAL SERVICES IND. (PSI) GLAIR COMPANY CONFORMANCE WITH THE AISC MANUAL OF STEEL CONSTRUCTION, CURRENT EDITION. NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE ALLOWED THROUGH 6302 N. CUTTER CIRCLE, SUITE 480 525 NW 2ND STREET STRUCTURAL STEEL MEMBERS. NO CUTTING OR BURNING OF STRUCTURAL STEEL WILL BE PORTLAND, OREGON 97217 CORVALLIS, OREGON 97330 PERMITTED WITHOUT PERMISSION OF THE ENGINEER. (503) 289-1778 (541) 758-1302 2. HIGH STRENGTH BOLTING SHALL BE BOLTS CONFORMING TO ASTM A325 HIGH STRENGTH STEEL UNLESS OTHERWISE SHOWN. ALL JOINT CONTACT SURFACES SHALL BE CLEAN AND FREE FROM OIL DIRT AND PAINT. USE TURN-OF-THE-NUT METHOD OR LOAD FOUNDATIONS(t V14, ) INDICATION WASHERS. 1. REFER TO THE GEOTECHNICAL REPORT PREPARED BY DATED FOR 3. STRUCTURAL STEEL WELDING SHALL BE DONE BY AWS CERTIFIED WELDERS AND SHALL SUBSURFACE CONDITIONS AND FOUNDATION RECOMMENDATIONS. CONFORM TO AWS D1.1 LATEST EDITION. ALL BUT WELDS ARE COMPLETE PENETRATION UNLESS NOTED OTHERWISE. WELD FILLER METAL SHALL BE AWS A5.1 OF A5.5 E70XX 2. FOOTINGS HAVE BEEN DESIGNED FOR AN ALLOWABLE BEARING PRESSURE OF 1,500 ELECTRODES. PSF. 4. SPECIAL INSPECTIONS (OWNER FURNISHED) IS REQUIRED IN ACCORDANCE WITH THE IBC 3. EARTH RETAINING WALLS HAVE BEEN DESIGNED FOR A LATERAL PRESSURE OF 35 PCF ON THE FOLLOWING PORTIONS OF THE WORK. (ACTIVE). - ALL STRUCTURAL STEEL WELDING NOT PERFORMED IN AN APPROVED SHOP - ALL STRUCTURAL FIELD WELDING 4. SLIDING RESISTANCE HAS BEEN DESIGNED USING AN ALLOWABLE PASSIVE EARTH - ALL HIGH STRENGTH BOLTING PRESSURE OF 250 PCF AND A COEFFICIENT OF FRICTION OD 0.30. - EPDXY AND EXPANSION ANCHORS INSTALLED IN CONCRETE 5. GRANULAR FILL: 3/4" OR 1 y," MINUS CRUSHED AGGREGATE BASE AS INDICATED OF SHOP DRAWING SUBMITTALS UNIFORM GRADATION FROM COARSE TO FINE IN ACCORDANCE WITH SECTION 02630 OF THE STATE OF OREGON, DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR - STRUCTURAL STEEL HIGHWAY CONSTRUCTION". GRANULAR FILL SHALL BE PLACED IN LIFTS NOT TO EXCEED 8" - MATERIAL CERTIFICATIONS FOR STRUCTURAL STEEL, WELDING RODS AND BOLTS LOOSE MEASURE AND COMPACTED TO NOT LESS THAN 95% RELATIVE COMPACTION AT - MASONRY AND CONCRETE REINFORCEMENT OPTIMUM MOISTURE CONTENT +/- 2% AS DETERMINED BY ASTM D1557. - MATERIAL CERTIFICATIONS FOR MASONRY BLOCKS, GROUTING AND STEEL REINFORCEMENT - MANUFACTURED WOOD TRUSSES 6. FOOTINGS SHALL BE CARRIED INTO FIRM, NATURAL, UNDISTURBED, STABLE, NATIVE SOIL THAT IS FREE OF ORGANIC AND OTHER OBJECTIONABLE MATERIALS OR SHALL BE PLACED ON COMPACTED GRANULAR FILL. c-)-' O i 7. NO BACKFILL SHALL BE PLACED BEHIND CANTILEVERED WALLS UNTIL THE CONCRETE /'� z x a HAS ATTAINED 100% OF ITS SPECIFIED COMPRESSIVE STRENGTH. 'Ill 4, T w z 8. COMPACTION TESTING SHALL BE IN ACCORDANCE WITH ASTM D2922. irl �� ®� > xjm0 44. Zoo _ Cl, le co T =a� 1 , MI CS)?.. aha `' x co -1 COPYRIGHT 2018 HAMPTON OAKS FIRE RESTORATION Z JAS ENGINEERING I-IARBRO 1419 Washington St, m O C m 6665 SW HAMPTON ST �� , Suite 100 j i -I n -I DESIGN BY: JAS Oregon City, Oregon 97045 0 o m TIGARD, OR 97223 work:503-657-9800 >n DRAWN BY: DAS ,, Cell: 503-449-3080 JAS PROJ.NO: 18-023 it Nisi p4 ea st 1 ot Andy@jasenginc.com r"" ISSUE DATE: 6/04/2018 ODESIGNATES TYPICAL SHEAR PANEL CONSTRUCTION CI.I err NS_� 1 SHEARWALL SCHEDULE \ / MARK SHEATHING FASTENERS 0 EDGE 0 FIELD ANCHOR BOLTS SOLE PLATE NOTES A 15/32" CDX 2601/FT. COMMON NAILS 8d 0 6" O.C. 8d 0 12" O.C. 5/8" DIA. 0 48" O.C. 3-16d 0 16" O.C. w/3x321/4 PLATE WASHERS 0 A.B. B 15/32" CDX 380//FT. COMMON NAILS 8d 0 4" O.C. 8d 0 12" O.C. 5/8" DIA. 0 18' O.C. 3-16d 0 16" O.C. w/3x3x1/4 PLATE WASHERS 0 A.B. C 15/32" CDX 490//FT. COMMON NAILS 8d 0 3" O.C. 8d 0 12" O.C. 5/8" DIA. 0 24" O.C. 4-20d 0 16" O.C. w/3x3x1/4 PLATE WASHERS 0 A.B. IN 2x SILL PLATE D 15/32' CDX 640//FT. COMMON NAILS 8d 0 2" O.C. 8d 0 12' O.C. 5/8" DIA. 0 18" O.C. 3-20d 0 8' O.C. w/3x3x1/4 PLATE WASHERS 0 A.B. IN 2x SILL PLATE (USE 2x ANCHOR (USE 2z NAILING BOLTS FOR SW REQUIRED FOR SW EACH SIDE) EACH SIDE) NOTES: USE 5/8" DIA. ANCHOR BOLTS WITH SIMPSON SET XP ADHESIVE. EMBED 7" MIN. AT NOTED SPACING IN EXISTING CONCRETE WALL. ADESIGNATES TYPICAL HOLDOWN TYPE( oT 1nisp) STRUCTURAL PANEL NOTES(N 6 r V Sao) 1. THE LOCATION OF REQUIRED STRUCTURAL PANELS HAVE BEEN NOTED FOR CLARITY. 0 HOLDOWN SCHEDULE (SEE NOTE) 2. ALL EXTERIOR WALLS SHALL BE OF TYPE A CONSTRUCTION EXCEPT AS NOTED OTHERWISE. MARK HOLDOWN NOTES 3. SWA SHALL HAVE 2-INCH NOMINAL FRAMING AND SWB, SWC&SWD SHALL BE BACKED 1 MST 37 w/MIN. DOUBLE STUDS 1,7251 WITH 3-INCH NOMINAL OR WIDER FRAMING AT ALL PANEL EDGES. PANELS MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY, UNLESS OTHERWISE NOTED. PANELS 2 HDU2 - SDS2.5 SSTB 16 13" EMBED w/MIN. DOUBLE STUDS 3,075/ SHALL BE INSTALLED ON STUDS SPACED A MAXIMUM 16" ON CENTER. 3 MST 48 w/MIN. 4x POSTS 3,215/ 4. HOLDOWNS OCCUR AT ENOS OF STRUCTURAL PANELS AND SHALL FASTEN TO A MIN. 4 HDU4 - SDS2.5 SBiX24 18" EMBED w/MIN. 4z POSTS 4,565/ OF(2) STUDS UNLESS OTHERWISE NOTED. CONNECTION HARDWARE IS BY THE SIMPSON COMPANY OF SAN LEANDRO, CA. ALL STEEL CONNECTORS SHALL BE GALVANIZED OR BY 5 NOUS - SDS2.5 SB 24 18 EMBED w/MIN. 4z POSTS 5,645/ SOME METHOD MADE CORROSION RESISTANT, UNLESS OTHERWISE INDICATED. PROVIDE BOLTED OR NAILED CONNECTIONS FOR THE MAXIMUM CAPACITY UNLESS NOTED OTHERWISE. 6 MST 60 w/MIN. 4x POSTS 4.600/ CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE EITHER POST HOT-DIP GALVANIZED OR STAINLESS STEEL. 8 HDUB - SDS2.5 SSTB 36 29" EMBED w/MIN. 6z POSTS 7,8701 5. WOOD STRUCTURAL PANELS SHALL BE 15/32" C-D INTERIOR-TYPE BONDED WITH 11 HDU11 - SOS2.5 SB1X30 24" EMBED w/MIN. 6z POSTS 9,535/ EXTERIOR GLUE (CDX)CONFORMING TO APA REQUIREMENTS FOR WALL SHEATHING OR AS INDICATED IN THESE PLANS. PARTICLEBOARD AND OSB ARE NOT PERMITTED. MINIMUM 12 (2) MSTI72(ONE EACH SIDE) w/MIN. 6x POSTS 10,160/ DFIR POSTS NAILING IS 80 0 6' O.C. AT PANEL EDGES AND 8d 0 12"O.C. IN THE FIELD. ALL NAILS 14 HDU 14-SDS2.5 w/MIN. Bx POSTS 14,445/ ARE COMMON OR GALVANIZED BOX NAILS. BLOCKING IS REQUIRED AT PANEL JOINTS UNLESS OTHERWISE NOTED. 35 NOTES: FOR HDU2&NOUS USE 5/8"DIA. ANCHOR W/SIMPSON SET XP ADHESIVE EMBED 10" MIN. 6. CONNECT RIM SIMPSON N BLOCKING350 TO .; SALL TOP ) SIMPSONMS AFOLLOWS:35 16"SSIMPSON; SWD2) FOR HDUS&HDU11 USE 7/8" DIA. ANCHOR W/SIMPSON SET XP ADHESIVE EMBED 15"MIN. 0 16'O.C.;35S 12" D.C. A35 12"O.C.; SWC (2) A 35 0 O.C.; SWD (2) SIMPSON A 0 12" O. 7. SPECIAL INSPECTION (OWNER FURNISHED) IS REQUIRED IN ACCORDANCE WITH THE TSC ON THE FOLLOWING PORTIONS OF WORK. -ALL SHEAR WALLS AND FLOOR DIAPHRAGMS WITH EDGE NAILING LESS THAN 4" OC. MANUFACTURED WOOD BEAMS & JOISTS 1. ROOF AND FLOOR FRAMING DESIGNATED TJI, LVL, TJH, PSL AND MICROLAM SHALL BE PREMANUFACTURED CONNECTION HARDWARE MANUFACTURED BY THE TRUSS JOIST CORPORATION. 1. CONNECTION HARDWARE IS BY THE SIMPSON COMPANY OF SAN LEANDRO, CA. ALL 2. ALTERNATE MANUFACTURER MUST BE APPROVED BY THE ENGINEER. PROVIDE SHOP STEEL CONNECTORS SHALL BE GALVANIZED OR BY SOME METHOD BE MADE CORROSION DRAWINGS AND ENGINEERING BEARING THE STAMP OF A REGISTERED PROFESSIONAL RESISTANT, UNLESS OTHERWISE INDICATED. ENGINEER UCENSED IN THE STATE OF OREGON. 2. PROVIDE BOLTED OR NAILED CONNECTIONS FOR THE MAXIMUM CAPACITY UNLESS 3. MANUFACTURER SHALL SUPPLY JOISTS, BRIDGING, HANGERS, BLOCKING, NOTCHED OTHERWISE NOTED. PLATES AND ALL OTHER ACCESSORIES NECESSARY FOR THE PROPER ERECTION AND PERFORMANCE OF THE PRODUCT. 3. CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE EITHER POST HOT DIPPED GALVANIZED OR STAINLESS STEEL. 4. THE PRODUCT SHALL BE ERECTED AND BRIDGED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. THE MANUFACTURER SHALL SHEATHING INSPECT INSTALLED ITEMS FOR PROPER INSTALLATION. 1. CONSTRUCTION PANELS SHALL BE IDENTIFIED WITH THE APPROPRIATE TRADEMARK OF 5. MICROLAM BEAMS, MINIMUM DESIGN VALUES THE AMERICAN PLYWOOD ASSOCIATION (APA), AND SHALL MEET THE REQUIREMENTS OF Fb = 2,600 PSI; Fv = 285 PSI; Fc1 = 750 PSI; E = 2.000 KSI THE LATEST EDITION OF THE U.S. PRODUCT STANDARD PS1 OR APA PERFORMANCE STANDARDS PRP-108. 6. PARALLAM BEAMS. MINIMUM DESIGN VALUES Fb = 2,900 PSI; Fv = 290 PSI; Fc1= 750 PSI; E = 2,200 KSI 2. MINIMUM PANEL THICKNESS SHALL BE 15/32" C-D EXTERIOR GLUE OR AS INDICATED ON THE PLANS. PARTICLEBOARD IS NOT PERMITTED. CLUED LAMINATED BEAMS (GLB) 3. MINIMUM NAILING IS 8d 0 6" AT PANEL EDGES AND 8d 0 12" IN THE FIELD. ALL 1. GLULAM BEAMS ARE TO BE MANUFACTURED, TRANSPORTED. AND INSTALLED IN NAILS ARE GALVANIZED COMMON OR BOX NAILS. BLOCKING IS REQUIRED AT PANEL EDGES ACCORDANCE WITH THE REQUIREMENTS OF THE AITC. WHERE NOTED ON THE PLANS. 2. SPECIFY ARCHITECTURAL GRADE FINISH AND EXTERIOR ADHESIVE UNLESS NOTED MANUFACTURED ROOF TRUSSES OTHERWISE. USE 24F-V4 FOR SIMPLE SPANS AND 24F-V8 FOR CONTINUOUS SPANS AND CANTILEVER CONDITIONS. 1. MANUFACTURED ROOF TRUSSES SHALL BE AT 24" CENTERS AND SHALL HAVE A MINIMUM OF 2X4 TOP CHORDS AND BOTTOM CHORDS FOR WOOD TRUSSES. 3. MINIMUM DESIGN VALUES: 24F-V4: Fb = 2,400 PSI; Fv = 265 PSI; Fc = 1650 PSI; E = 1,700 KSI 2. TRUSSES SHALL BE DESIGNED FOR SPECIFIED ROOF LOADS. STRUCTURAL 24F-V8: Fb = 2,400 PSI; Fv = 265 PSI; Fc = 1650 PSI; E = 1,700 KSI CALCULATIONS SHALL BE SEALED BY AN OREGON LICENSED PROFESSIONAL ENGINEER AND SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL THEN THE BUILDING SOLID SAWN LUMBER DEPARTMENT PRIOR TO FABRICATION AND INSTALLATION. 1. STRUCTURAL LUMBER SHALL BE DOUGLAS FIR CONFORMING TO WWPA GRADING RULES. .3. MANUFACTURER SHALL PROVIDE BRACING, BLOCKING. HANGERS, HOLDOWNS AND ALL ACCESSORIES REQUIRED FOR PROPER INSTALLATION. 2. MINIMUM GRADES ARE, EXCEPT AS NOTED OTHERWISE: 4. SHOP DRAWINGS SHALL PROVIDE PLACING AND ERECTION DIRECTION TO THE INSTALLER. STRUCTURAL JOISTS AND PLANKS - #2 CALCULATIONS AND SHOP DRAWINGS SHALL INCLUDE COMMON IDENTIFYING MARKS TO BEAMS AND STRINGERS - #1 FACILITATE SHOP DRAWING REVIEW. POSTS AND TIMBERS - /1 STUDS - #2 3. DOUBLE JOISTS BELOW ALL PARALLEL WALLS AND/OR PARTITIONS. 4. NOTCHING IS NOT PERMITTED IN JOISTS. RAFTERS. BEAMS, LINTELS, COLUMNS, TRUSSES AND BRACING MEMBERS. 5. PRESSURE TREATED LUMBER SHALL CONFORM TO THE AWPA. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH ACZA TO A MINIMUM RETENTION OF 0.25 POUNDS PER CUBIC FOOT BY ASSAY. 6. NAILING SHALL BE WITH COMMON NAILS IN CONFORMANCE WITH TABLE 2304.9., 2006 IBC UNLESS NOTED OTHERWISE. 7. PROVIDE STANDARD 3"X 3" X 0.229" STEEL PLATE WASHERS UNDER ALL INTERMEDIATE �'...00"- ANCHOR BOLT HEADS AND NUTS AT THE SILL PLATE. USE STANDARD WASHERS FOR ALL a as, �. I4 OTHER BOLT HEADS AND NUTS IN CONTACT WITH WOOD. X �1 `‘' � ` /,'S: `' 0 r m �7 f77 �3 .. 0 t- m=z _ fir A m O W j CJ4 Y01..- i' ti mn� V _ 1`= � 0Z N o0, O z P m <o z N 'COPYRIGHT2018 HAMPTON OAKS FIRE RESTORATION Z JAS ENGINEERING HARBRO 1419 Washington St, 73 CD T O c = 6665 SW HAMPTON STJ ,. Suite 100 /' Oregon City,Oregon 97045 =' n DESIGN BY: JAS TIGARD, OR 97223 � � >° C o m C Work: 503-657-9800 Cr N C f^ DRAWN BY: DAs Cell: 503-449-3080 JAS PROJ.NO: 18-023 No 01 et Eitt M Andy@jasenginc.com r" ISSUE DATE: G/04/20I6 LO 13'-5" 51'-3" o —I _ 0 co 0 i____ ___, r_ _ _1 r___ __ y _.1 r_. ___ __ ___ 7 r _ _1 p __, L �cci"i N (E)CONTINUOUS , 2 ,2 O 0 O L — a a CONC.FOOTING ® fa I , I. 1 0'-0" (TYP.) . , C �' S-3.1 ° � inOUQ � el a ® ® ® ® . 7- (E)1'-0"WIDE X 8"DEEP (E)1'-0"WIDE X 8"DEEPil/ (E)CONTINUOUS 1 (E)1'-0"WIDE X 8"DEEP (E)1'-0"WIDE X 8"DEEP IN CONC.STRIP FOOTING CONC.STRIP FOOTING CONC.STRIP FOOTING CONC.STRIP FOOTING ife/--` CONC.FOOT�_ - a a a a a $q�v PRO I` o 7-- (E)4x4POST , ,#:��,r� mit z , ' ST a a @(BM SPLICES)LI ® a y REGORO Co (E)HSS 4X4 POST S ' I I ,, \ ,'(C! 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