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M; • • ,.a:;"•moi �, � -.�. �•.��• ', \• +✓.Y jti•S �� I/ .. i^ IIIIl11111 '„�111111 ' Iltll � IIIIIII � I � III � I � I � III � I � IIIII � I � I � III � I � II� IIII � I � Ifllp � lllllll � lltllll � lltltll � 111 Ii1 � 111I111 � 1 � 1 111111 Illilll 1111111 iptltlt � ltllpl Illilll 1111111 111 ' 111 _.. NOTE : IF THIS MICROFILMED �...�..��__ _ _-_ 3 5 7 8 10 I I 12 .+ DRAWING IS LESS CLEAR THAN --• -THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 0C 62 92 LZ 92 SZ 02! EZ ZZ 12 02 61 91 L I 91 S1 b l E I 21 I I 01 6 8 L 9 -S to E� z �111�1111�1111�1111�tItI�t111�1111�1111�111F�1111�IIIS�IIII�111111111�I1N��1�1�11�I�liII�III��IIII�Ipllll,l�l�lp,pilllll�ll!.��II_II�III)III���II_IIIUII+)1�I�111p,�J„`Itlll�llil�llll�llll�llll�llllllpll�ll.allll I 1 1d wi l wdu Ll�llll�lll�l uil lllljll 11 l�ll ll I!I u I u I I WI I I l -...••'+---•--•--._...�......- -- ,._... .... ,. . .. +�i�"`` -. .,..,,-•...e •....:ice,...,,._. ' 1 ! P tir '' 2 lip ,!a 1001, '1, '4 NI SOO M 1 A r ti Gw. v�cr • / -� k.... ' ter► •` `� `-•..,• •����,•/• � i XI�y 1 of 30 r i IVIA fr. 1 1 14 r tr X11\/ \.� + �,., � yy�IN" t l • `A.' �rK� FLAN GISTERED � c�,rar� , ,� �,� F�ssloNAl ' J i�! ��Cry M� JULY 'I I, I I ,�,,'� ' ,.'� CHRIS C. FISCHBORN yrs 1944 rr <; • 0 �ec;�e a ,..•b; .. .:._...�... . I I I I I I I I I I I I i I III 11 I 1 I I 1 1 1 i t1 11 I I V I I I I I I III II II i l l l 1 1 I I 111 111 I I III 1 11111 , 1 1 , 11 , 1 I I 1 1 1 1 I I a_: . � ..� - a��.•. � ,�.. I I I � l l l l l l l l � I I I I I I I � . ,- __ � 'r .�,. , .�, _., ... .... ...�..�.• 111 1 1 1 1 1 1 I I I l i �l l l I �� I I I I l l l l I l l l I l l i l l III I 111 1 I .) 6 7 8 9 10 I I 12 2 3 4 5 ------ ---- NOTE : I F THIS N. ICROF I L.MED DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL 171111�M � • DRAWING. �' bz -EZ Z �Z Oz 61 81 L 1 91 S 1 b1 ~�1 ZI I I 01 6 9 1 9 S b E of 6z ez �z sz �z III � � < lllII I j'tilI �11wluullluls��I�uLIIullulluUlll�+ ............. .irM.r�r..aw ..ur.ay. +...u.Yw+w.Ww..•rro...Vr.....,.. a..,,..a N.... ....._ 'll"" ..... N..r...v.......••.ww.wrw.rw.+...v»w.....ww.. a.ti.rr�........... ..y--,. } •TfJlJCTIl1+tAL NOTES _ � _.-- -•-��= -- - , s N I + 1 . THE CONTRACTOR I5 FESPONSIFiLE FC}R VERIFICATION AND CORRELATION OF ALL ITEMS /wyU WORK NECESSARY FOR COMPLETION OF THE PROJECT AS ��- INDICATED PY THE CONTRACT DOCUMENTS. SHOULD ANY QUESTION ARISE REGARDING THE CONFRAC:T DOCUMENTS, THE CONTRACTOR SHALL REQUEST � �, • v1;1 aP-. 4-.p s rt-4 aafo a ,! pAcfr I N 1 EkPRETAT I UA AND CL.AR I F I CAT 1 ON FROM 114E ENG I NE.ER BEFORE PEG I NN I NG , foil ---�c-i �r ' +' OV50 HA /I 4'�'' � _� �`'� " ,THE F'RO.IErT, THE ABSENCE' OF SUCH FEQUEfiT SHALL. SIGNIFY THAT 'THF ., � I I,�ii Ay ./r��t(�_ CONTRACTOR HAS TOTALLY REVIEWfrD AND FAMILIAkIZED HIMSELF WITH ALL "� '�� �r-tPl`'11C� s`'�-�1�r H` ASPECTS OF THE PROJECT AND HAS COMPLETE COMPREHENSION THEkFCJf- . Al_L rHASES OF THE WORk SHALL COIJFnRM TO TILE MINIMUM STANDARDS OF THE 198 ( GUr - ��{�+'� rU r�E I''•Er`•A,C �P P UNIFORM 01jILDING CODE AS MODIFIED BY THE STATE OF OREGON. THE r� i _ • P/'Gr yTP j F�I � Lam' t'�+TT --r t ,,.� }• ;i•l I c-JI� Y�� -� . J TW frK.- ( A CAN OF SHALL BE RESPONSIBLE FOR CONFORMANrE TO ALL SAFETY * m, /; i REGULATIONS DURING CONSTRUCTION. �t���-• 00 � L '' v .� i ..._ _ _-- __. __. ... ,. � j°�,,.�!¢-+�> ��:--r UuT CX.t.�-- ri�'�* r--��' r��� L�r+�L-T faJ rsJ'f(��•�I•.+�,�,,, _ THE CONTRACT DRAWINGS AND SPECIFICATIONS REPREGENf THE FINISHED STEM ICTURE. UNLESS OTHERWISE EPEC I FI CALL'' NOTED, THEY DO NOT I ND I CAT E _.._.... AMET HOU CIF IT, +AND RELATED EQUIPMENT NECESr % Y CONTRACTOR E3HALL PROVIDE NLL METHODS fF / TO PROTECT THE STFUCTURE, WORKMEN AND OTHER PERSONS AND PROPER-TY DURII' G CONSTRUCTION. THE CONTRACTOR SHALL. AT HIS C.1WN EXPENSE, ENGAGE F ROPERL-Y QUALIFIED PERSIANS TO DETERMINE / •� WHERE AND HOW TEMPORARY PRECAUT[ONARr MEASURES SHALL BE USED AND c00 INSPECT SAME IN THE F IEL.D. OBSERVATION VISITS 1.0 THE JOEO SITE ARE NOT PART OF THE STRUCI 11FAL ENGINEER' S RESPONSIBILITY 11NLES3 THE CONTRACT --z-14.O3C1ENTS SPECIFICALLY SPECIFY OTHERWISE. 3. THESE PLANS AND SPEC T F 1 CAT TONS AND THE ENGINEERING AND DESIGN WORt,' .� THEY PERTAIN TO ARE I NTENDF U SOLELY FOR THE PROJECT SPECIFIED HEREIN. R. T, MILLER ENGINEERING INC. DISCLAIMS ALL LIABILITY IF THESL PLANS AND SPECIFICATIONS OR THE DESIGN, ADVICE. AND INSTRUCTIONS ATTENDANT THERETO ARE, 09ED ON ANY PROJECT OR AT ANY LOCATION OTHER THAN THE PROJECT AND LOCATION SPECIFIED HEREIN. +, � 4. CONTRACTOR TOR' SHALL VERIFY SOIL CONDITIONS I T I ONS AT THE FOOT I NGS AND MAk::E to� ' B % ANY NECESSARY CORRECTIONS AS NE=EDED TO PLACE THEM ON FIRM, NATURAL, � ' I UNDISTURBED SOIL- COMPACTED TO 95% OF MAXIMUM DENSITY. ASSUMED SOIL �I � � � 3�' ' � � � .►1 SEAR I NG PRESSURE 14.W9 PSF. N C' ` '`���` a C.dc�G Cit.l "' rad F�N •,c;.. _ I S. DFS I(3N LOADS: HOOF-2:5 PSF LIVE LOAD; FLOOR-40 PSF LIVE LOAD$ S Ji..l I v C7)i-jc�i' WIND-80 MPH% SEISMIC-UBC; ZONE 2. 1C?:.+6iN CIL poM« �I i I , `�' (- �,,�'`sJ`f'C�', Ifh,i►IX11 r�C^ S 0 6. CONCRETE SHALT. HE 3,00E PSI MINIMUM 11 28 DAYS. MIXING. PLACING ANT' A00►'1 -- ------ -- - -- 1�4-o' 'I c` , r.� �/�v�Tl'. rc�.�7' - Tr ,�='r��, �► CURING OF CONCRETE 13H"'.L 8E IN AT;CDRDPNCE WITH ACI '518--83. MAXIMUM �. � '~� IM��r+ - (� I`lC?T' G1t••IC�r+ ,.1� SLUMP: FOOTINGS AND FOUNDATION -- 4"; SLABS ct ONGRADE - 3". ALL RETAINAGE STRUCTURES, i . R. . RETAINING WALLS, SHALL HAVE ADECKJATE I)fRAINAGE:.. MINIMUM 4" DIA. WEEP HOLES, 6" ABOVE LOWER GRADE, AT 13' -f" c.c. OR EQUAL. `K rr N Gn 7. ALL REINFORCING STEEL (RESTL) TO BE DEFORMED PARS PER ASTM .x615-79 I + "A GRADE 410, ,EXCEPT BARS #1 6 AND LARGER TO DE GRADE 60. ALL WELDED WIRE � .. MESH TO BE A496-79. SET MAIN RESTL 3" FROM EARTH AND FROM FOAMED �1� I.1•�I:i•�AI..IT _ 0 -Y''� '�!� �':-til ��-r� r •- � �,rnPArES. PAR I_EN(:iTH5 DET►,iLED ARE : OUT TO OUT AIJD DO NOT INCLUDE +{ �• �+p � v� ALLOWANCE 1 OR HOOKS OR BENDS. PROVIDE 2" -O" X 2' -0" RESTL OF SAME SIZE AND SPACING FOR ALL CONNERS. SET ALL ANCHOR BOLTS AND DOWELSrr-rt�'�• EI]t1iFCJR>I: ROURINO CONCRETE. f I a�+`.'f is GLr Fr,► + 31 , w (3. ALL. STRUCTURAL AND MISCELLANEOUS STEEL TO r4E ASTM A36•- 7 e. ALL.. J !.' Ii � OC) � �. � <. ID-� D � -_ . - - I 1- I 7 C� 1 t ( "12.5•. I �tiy,,:crL, Ft.&7Q,100 -7 o, [�cj WELDING TO CONFc3RM Tn Awa D1 . 1-75 U y I NC3 E7QI x x ELECTRODES. ALL T30LT6 _ "-Lao TO 8E A3917. ALL ST"RI_ICTUEaAL STEEL SHALL HAVE ONE COAT OF PF;IMER, DBL, TOP PL. . FACE NAIL i6d ra 16"o.c. 0 .7 x 4 '�►.' 'r EXCEFT E;URFACFS TO DF EP18EDDF'D IN CONCRETE OR MASONRY. AL( EXPOSED i2) F<UwS 16c� t3 16"o.c. 5.��1, t'f'`�i1 �I h'+Ic�µl�-1i�Y " �' =:.4 �1'''• G' '^���-M }--C-��� �� TO STRUCTURAL STEEL TO HAVE. ONE FINISH COAT' OF RUST INHIBITING PAINT. 0 2 y �, r � � p COLOR D'' OWNER. ALL STr,UCTURAL STEEL TUBES SHALL BE ASTM A500-80, Fy , _ � � 1rA l y L • � DIAL TPP FL.. SPLICES, FACE NAIL (2) ROWS ( 1 R1) 16d Q -- ' 4 1 /4"a.c. 111 ��.oil ( _0 9. ALL >";ihUCT►_IRAL. CI:JL_f.111'N5, JOISTS. R''UF,,LINFi AND E?EAM:� TO BE DF. /L. , •�"�` � � OEeL TOP PL.. CORNERS/IATER5ECTIONS, FACE NAIL (4) 16d I" 11:2. ALL t;L OGk. I1J(3 AND NMI-S'1 RUCTURAL FRAMING TO BE CONSTRUCTION GRADE STAGGERED @ 2 x 4 AND BETTER. AI_.L WOOD PLATES IN CONTACT WITH CONCRETE OR MASONRY SHALL BE D.F. /J... . 1#1 PRESSURE T REATFU. ALL PREFABRICATED METAL. TIMBER CONTINUOUS HDRS TO STUDS, TOE NAIL (4) 8d CONNECTORS AhJf) HANGERS SHALL BE FUI..LY MOLTED AND/OR NAI[_E'D. ALL BOLT HEADS MR NULS BFARING ON WOOD TO HAVE STANDARD WASHERS. 1 /2" PLYWOOD IOP PL. TO HDR, FACE NAIL 16d 0 16"o. c. TO BE C--D INTERIOR WITH EXTERIOR GLUE, 24/0, NAILED WITH 8d 2 6" o. c . ALT. EDGES AND Sd 6 12" o.c. Q ALL INTERMEDIATE SUPPORTS. JOISTS TO DSL TOP PL. /SILL PL. , TOE NAIL_ (4) 6d BLOCKING TO STUDS, TOE NAIL. (3) 8d 10. BLUE LAMINATED REAMS SHALL BE? 24F-V4; DF/L, EXCEPT CANTILEVERED OR CONTINUOUS BEAMS TO BE 24F-VS; OF/L. BEAMS I'D BE DRY USE. JOISTS TO BLOCKING, END NAIL (3) 16d INDUSTRIAL. GRADE WITH 1 COAT SEALER WATERPROOF GLUE. AND AITC L:ERTIFICATION STAMP. CAMBER- 202x0' RADIUS BETWEEN SUPPORTS FOR SPANS STUDS TO HDR, END NAIL (6) 16d 11 4x6 / 4x8 OVER 20' . OR AS NOTED ON DRAWINGS. NO WHITE SPECK PERMITTED. G_UE (8) 16d 1 4); 10 / 4x12 LAMINATET) (.OLLIMftS SHALL. BE COMBINATION NO. 2. D.F. /L.ARCH, INDUSTRIAL { GRADE, ATTC CERTIFICATION, DRY USE, ( 1 ) COAT SEALER. EASED JOINTS ON r HDRS TO CRIPPLE STUDS, TOE NAIL (4) Ad GLUE LAMINATED BEAMS TO PE COMPATIBLE WITH STEEL AT CONNECTIONS. ROOF TRUSS BOT. CHORD •f0 DBL. TOP PL. SI11PSON 1-12. 5 � ►` PROVED FOR CONSTRUCTION (� CITY OF TIGARD 1 1 . ALL STRUCTURAL WOAD MEML�ERsn EXIr'OSEED TO WEATHER SHALL RF PRESSURE NAIL--LAMINATED BEAMS, FACE NAIL. 16d S 8"o. c. STAGGERED ' TREATED IN ACCORDANCE WITH WWPI STANDARD D-28 PEIJTA CHLORC7P1.1ENOL. WITH W/ (3) 16d 0 EA. END PERMi T N SITE ADDRESS ,// 873 A RETENTION NOT LESS THAN . 3 L PS/CUBIC FOOT. ALL TRIMMED SECTIONS, CUTS, DAPS. OR 14OLE:S IN PRESSURE TREATED MATERIALS SHALL BE TREATED IN - BLOCKING TO TRUSSES/JO I STS, TOE NAIL (4) Edd BY � -TITLE DATE d Z ACCORDANCE: PER AWPA STANDARD M-4. JOISTLAP SPLICES OVER VBL TOP PL. , (3) 16d FACE MAIL 12. TJI, TO BE AS MANUFACTURED BY TRUE-JOIST, INC. PER I .C:. B. O. END/BAND JOIST TO JOISTS, END NAIL (3) 16d RFSE04RCH APPROVAL. JOISTS TO BE COMPLETE WITH BEARING SHOES, BLOCKING AND BRIDGING AS REQUIRED. EQUIVALENT PRODUCTS OF OTHER MANUFACTURES MPY OR U:3FD AFTER REVIEW AND DETERMINATION Or EQUIVALENCE PLYWOOD RIEQU I WMENI S. NOT LESS THAN 10 DAYS, PRIOR TO BIDDING- ALTERNATE r3UPP:_IER9 MUST FURNISH r.OMPI_ETE DETAILS, FOR ALI.. VARIATIONS FROM SHOWN ROOF' 10d Q 6"o. c. 4 ALL SUPPORTED PVNEL FDOLS (.'UIr5TRUlrT I ON l.iF I Nf: TRUS•--JOT 5T'. , ' AND ROOF EDGES AND 1:Z"a.c. R INTERMEDIATE . ' SUPPOFcTB. 13. ASL NAII- S SHALL. Pk COMMON AND NAILING SHAI ! BE PER THE NAILING `' WALLS Od 0 6"o.c. 0 ALL PANEL EDUES AND @ 12"o. c. -CHF WLF [INL.E.SS OTHERWISE NOTED OCJ THE DRAWINGS OR IN THE STRUCTURAL 0 ALL INTERMEDIATE: FRAMING MEMBERS. � NOTES, D'Ark DR I V ING OF NAILS AND 13TAFILES IN PLYWOOD. ©YP SUT'I POARD, PARTICLE BOARD AND SIDING IS NOT AL1«OWED. .. ' •_t � GYPSUM WALLBOARD TYE�. 0 1/2" t3YF .- 'fid COOLERS EIf 7"0. c. Q ALL FRAMING IME'MBERS► l NAIL 1 0 SCHEDULE' T YP. 8 ;`.i/E!" GYF6d COOLERS W r"�► lI!AI_L E=RAMING ME?'MBTC.RB. ��CZ A� t-� F -i iLUMAER: ; : � �...r�,I,,.j r'�%I ?�Iv HIGdr��1.4P►'`(' "rI�!'F"1iLy �::�IIR �'1'Li3 AOT . PL. TO DECKING/JOISTS* FACE NAIL_ 16d 0 16"o.c. 40T. �. 14. PLUME3I ND O ELECTRICAL PND MECHANICAL PLANS UNDER SEPARATE PERMIT.. • R.T. MILLER ENGINEERING} INC. T. PI_ . /TOP PL. TO STUDS, END NAIL (2) 16d 0 2 x 4 (3) 16d I! 2 x 6 BUILT-•UP/DFlL, STI.09, FACE NAIL. 16d 6 16"o.c. " `� CONSULTING STRUCTURAL. ENGjNEER . (.z) r�Ws 1 be � 16 �.�. , pas EA, ROW STASSERED 0 309 CONCORD BUILDING t 208 S. W. STARK ST. lv Y�v PORTLAND, OREGON 97204 yy� L; 2✓.�./p.�' 503-248- 1955 ►�IIYMM.M•MI1►'1..MY.M1.1._..IM_•..K......N...AVM•.n.M.,M,.►.. ( Ml.i•Y„l... .....1A+..••,rN„I�.w..ww..- TtwtiMY1�. Y..+wll+M•....o...nMMIV+M.. ♦'r. /R.�•.\.'.M''/..N:.N.M J.....M...I V•I,ly+.+•.i.Iir,..vWM.., I MY.+.V.IYwYa+N�.1.tm1A•W.w:.w.Mww.tiM.nvaw+V.Mr.••w.tlwPMlel.l.n•w. e.-...«•rw•.tM9MiI1..wC�\R.w.T..Mv...•. , /, g •a»." M.�.1d►q�W►w.dNMM1.>�M�I�gL.1.Msa.�l.wrAx.M.N.WufMW4W.N+....rww::r..n+W 1.F+.M.sv.Y.r.. ... W_vp.MMylll.w#nr,.�tTw. •.. r ,.. ... .., +.v. .. ......o...wr•r..w r. .. .Ml►+.r,l+wr..,..�y.Wa1..►.t,I..Ir1p1N 41AM!N,f�•.M,/.�►}yM•.�,.1,M.../...,....n1N•._►-N,.Ye,l A•^wY.♦�y..w J .,: ,.�y,.c,,..,.,a�,,....,..••' -2-2 .._k -. : -..val .. .,..,,.• -_ - --- . "4"�Y`>;'1 t: .,-.. . ,_r... 1 _ .. ,11i1�111rI�I,jIIIIIIII;�I���IErI11111IIIII11111I1111111IIIIIII�I�IIIIIIIIIIIIII�IIIIIIIIIIIIII�IIIIIIIIIII►IIIIIIIIIIIIIIIIIIII�IIIIII�I�I�I�III�I�III�IiI�I�I�II�lllllll�lll�l�l�ll�rl�l�l�l��l . .. .,. .,,,�aWtYiiYwrw+di�a+w . I -'-Ir' I 2 3 4 5 6 71 8 9 10 _ II 12 NOTE: 1F THIS M ICROf I LMED � -... .-......_.�,.s..�,.,..._...,�..__.._�� �, DRAWING IS LESS CLEAR THAN --Y ____.` THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAW ING. OE 62 82 t2 92 SZ bZ C2 Z2 IZ OZ 6T BI LI 91 51 bl EI 21 II 01 6 A L 9 SI t, E �m�nul�lulunlH��luulnul�ull+nllullluululllnnlnnllnlln111u11�nIILnn�In1I1111IE1UI1111Iulllu!1�1111111IIIul1IIIuIIII111111�IIIl�lII1�11111u11�InIlUl,Ilullunlnl111nIIlgI�NlIIl111�llll�l111�1111�11111111LI111111111uElllllllllElllllll�lllE�llIlI1111IIlilIIWIIIN MAY 181 ' X990 wr... ., r..a•sw.v..�.arr+..Mnr.Mr+ r.,aa+w+.aM.►•www•w�.wswi.w.+...w...�.wwww+w.w.....r•�w......o..r+r..wN-.•..•,..w...•w..rr....wr.....n....r.wM.,•....«.a..,..w..,.,....r.,.«.v..�«...r...:.r....•-___•-•,,,- .,..a..r..Yw,y,....,.w..►www.w�..w....twv-.w....�.r.•.+v..wr..r.-,.n.w....rrn..•en.,....,wu,.,►.n.r...arr��w'Mi+••+w.»r.,•.•.. •.. �Mr./!>w.q••.•e w•^. . ST'R1JCTl.INAi.. N(STES 1 . THE CONTRACTOR IS RESFPONS I 1RLE FOR VERIFICATION AND CORRELATION OF ALL ITEMG AND WORK NECESSARY FOR COMPLETION OF THE PROJECT Ala INDICATED FY THE CONTRACT DOCUMENTS. SHOULD ANY (QUESTION ARISE "w,ar. � •' ,�.rl �/`U sir--r�J_ C r T a•;.. ,, .._,• ����+' I' 1 REGARDING THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL. REQUEST Ir 1 N to pce P�.,�-� =Ori(" .,i✓ ,y�r i�,�'1 t✓ C.("Y rG rur�iT `✓ r -►� . INTERPRETATION AND CLARIFICATION FROM THE ENGINEER L{EFORE BEGINNING I „g.p L .,p� r CHE PROJECT. THF ABSENCE OF SUCH REQUEST SHALL SIGNIFY THAT ?HE i q t' +' • �'r=c^�I �� I i��y 11 P<<J' F'1'Fi*S�-'t I li C�71^+C.f;{�T� � �r�-rl-ry J.iE:+�" C.ONTRALTOR HAS TOTALLY REVIEWED AND FAMILIARIZED HIMSELF WITH ALL �� �,•„_ __ - �.__.-..• r;r lr. -.I ASF'ECI 6 OF THE PR0,1EC1 AND HAS COMPLETE COMPREHENSION THEREOF . ALL PHASES OF THE WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 1982 N �' �,,w�- rt'N.il►-+�r UNIFORM BUILDING CODE: AS MODIFIED B`r' THE STATE OF OF•(EGON. 1HE I ...___._._ _..____ _._-..__�_._ • ('P�Ir-+T `�'P�FrIr_4 F'A'Y r , 4 v`'%-� �I(� `����'��' 71�►l�!�k.- f%t" 't CONTPAC T OR SHALL BE RESPONSIBLE FOR [CONFORMANCE TO ALL SAFETY '1- � • ;hG�Y/►V(� �.�I C%'1ti•%y' REGULATIONS DI.IF'1 NG CONSTRUCTION. r� rJ oC'Y IGr� �GI. l �� .. _.. _ _. _. _.__ .fa.. ��._._....�. • ,rfR-+3>.tr-t Ga.tTVc.t�f� rrV r-t*.,�, " �G• pi�fyG 'f F�� t7v.r►v��"�- i, THE CONTRACT DRAWINGS l Nt3fi AND 31'EC I F I CAT I ONS REPREGEN T THE FINISHED _ STRI ICTURE. UNLESS OTHERW I SL- ;SPEC!F I CALL.Y NOTED. THEY DO NOT INDICATE THE= METHOD OF CONSTRUCTION. THJ� CONTRACTOR SHALL PROVIDE ALL METHODS AND RELATED EQUIPMENT NErESSARY TO PROTECT THE STRUCTURE, WORKMEN AND � pf4''✓ -� G 'f-�iG^M c;� OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR SHALL. � I'l'C? x '>•�,w rIJI(w AT HIS OWN E XPE.NSE, ENGAGE PROPERLY QUALIFIED PERSONS TO DE TERM I NE '70. 00 � WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL. BE USED AND G� INSPFC.:T SAME IN TETE F IEL.C). OBSERVATION VISITS TO THE JOB SITE ARE NOTr s_ ---- ---- -• -- —...- -- ,� P AR'F OF THE STRUCI URAL ENGINEER' S RESPONSIBILITY UNLESS THE CONTRACT % � �V 14 ' DOCUMENTS SPECIFICALLY SPECIFY OTHERWISE. / ! M1A- Ct 1 '!'' 3. THERE PLANS AND SPECIFICATIONS AND THE ENGINEERING AND DESIGN WORT:` :< � a� � •.� •+ I �2 �Yv, ,,,, THEY PERTAIN TO ARE INTENDED SOLELY FOR THE PROJECT SPECIFIED HEREIN. Q 1 s�' -�►- '' R. T. MILL F_-'k ENCaINEERING INC. DISCLAIMS ALL LIABILITY IF THFSE PLANS Q AND SPLC/FIf-,'AT IONS OR THE DES I CSN. ADVICE. AND INSTRUCTIONS ATTENDANT THERETO ARE USED ON ANY PROJECT OR AT ANY LOCATION OTHER TF:AN THE 1j1 r ♦, PROJECT' ANIS LOCATION SPECIFIED HEREIN. � ff 4. CONTRACTOR SHALL, VERIFY SOIL CONDITIONS AT THE FOOTINGS AND MAP;E , r ANY NECESSARY CORRECT I ONq AS NEEDED TO PLACE THEM ON FIRM, NATURAL, � o LINDISTOREIIED SOIL COMPACTED TO 95% OF MAXIMUM DENSITY. ASSUMED SOIL BEAR I NS PRESSURE 1500 PSF. 5. DESIGN LOADS: ROOF-25 PSF LIVE LOADi; FLOOR-40 PSF LIVE_ LOAD I 01 WIND-80 MFH; SEs'I SM I C•-UBC ZONE ,;., . -. - " _ t�-r•'Ir'S�6rM �- (�M�v ;tet '�'' I �"� 4� •%,.,.I,. ��',�,�J' , �X(yfYs', Apc��• ,.... � � _(� ;�� �� I 3, 6. CONCRETE SHALL BE �.000 PSI MINIMUM C1 28 DAYS. MIXING, FLA It�3AND CURING OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI '5119-83. MAXIMUM '"' `" � SLUMP: FOOTINGS AND FOUNDATION 4"i SLABS ON GRADE - 3" . ALL ITIOf�I I .. 43 1r'�+ A`7 4� A ? I RETAINAGE STRUCTURES, i .e. : RETAINING WALLS, � r ' SNAIL HAVE ADEQUATE � � I ____. � DRAINAGE. MINIMUM 4" DIA. WEEP HOLES, 6" ABOVE LOWER GRADE, AT 8' -0" [►.C. OR EQUAL. -r�i} , _ • ALL REINFORCINGSTEEL (RESTL) TO BE DEFORMED BARS PER ASTM A615-79 Q I � ,r..il�IF-�" S4 f GRADE 44, Ext.'PT BARS N 6 AND LAROUR T'O &E GRADE 611 . ALL WELDED WIRE � \ I � MESH 'TO BE A4S'G -7q. SEAT 14AIN RESTL 3" FROM EARTH AND FROM FOAMED FIf� µ�l,(tpN � �`�,� � � � _� �.I�. ( "''�'�'�1'll J►��I � r IF=AC:ES. FEAR 1_ENGTHS DET'r'+1LEU ARE. OUT TO OUT AND DO N01 INCLUDE `J v<�t!• ALLOWANCE 1=0R HOOKS OF: RENDS. PROVIDE 2' -0" X 2' -0" RESTL OF SAME SIZE AND SPACING FOR ALL. CORNE.R5. SE'r ALL. ANCHOR BOLTS AND DOWELS -fl•! 54.FQRE POURING CONCRETE. g». .. 3 ALL STRUCTURAL ANT) MISCELLANEOUS STEEL TO RE ASTM A36 • 777% ALL d --01 , t• - WELDING TO CONFORM TO AWS D1 . 1-75 !J'•3INCi E7t!!XX ELECTRODES. .ALL BOLTS � � TU OE A.:Ker, ALL STRUCTURAL STEEL SHALL HAVE ONE COAT OF Ff•:IMER, D8L TOF PL.. . FACE NAIL 16d r3 16"o. c. t3 2 x 4 v µ G yf' f.o I +AAir-1 1710EF'T SiURFACFS TO DE EmsEnnt:D IN CONCRETE OR MASONRY. ALF- EXPOSED t2) ROWS 16d 0 16"o.c. y b4, f'/-Olc� rn cl GIRUCTURAL.. 4TFFL TO HAVF_ ONE FINISH COAT OF RUST INHIHITINGPAINT. 0 2 x 6 - � � ✓ p11� COLOR RY OWNER. ALL •,,TPUCTURAL STEEL TUBES SHALL BE ASTM A500--130, Fy s 46 KSI . DBL TPP PL. SPLICEE, FACIE NAIL_ (2) ROWS ( 10) 16d 0 4 1 /4"o. c. III' �OII 9. ALL. STRUCTURAL COL_IAING, JOISTS, PURLINS AND BEAMS TO BE DF. /L. . DBL TOP PL. CORNERS/INTERSFECTIONS, FACE NAIL (4) 16d N2. ALL BALM. TWO AND NON-STRUCTURAL FRAMING TO BE CONSTRUCTION GRADE STAGGERED Q 2 x 4 AND PE'TTFER. ALL WOOD PLATES IN CONTACT WITH CONCRETE OR MASONRY SHALL 6F_ p. f=. i I_. , 01 PRE SSLIRE TREATED. ALL, F.TEFABR I CATED METAL T I ME1ER CONTINUOUS HDRS TO STUDS, TOE NAIL (4) 8d CONN'EECTQRS AND HANGERS SHALL E+k FUI.LY SOL-TED AND/OR NAILED. ALL BOLT HEADS C)R NUTS HEARING ON WOOD TO HAVE STANDARD WASHERS. 1 /2" PLYWOOD TOP PL. TO HDR, FACE NAIL_ 16d Q 16"o. c. TO HE C-D INTERIOR WITH EXTERIOR GI UE, 24/11, NAILED WITH Bd r3 6" o. r_ „ ALL EDGES AND 9d 2 12" o. c. t! ALL INTERMEDIATE SUPPORTS. JOISTS TO DOL TOP PL. /SILL PL. , TOE NAIL (4) Bd BLOCKING TO STUDS, TOE NAIL. (3) 8d 10. (GLUE. LAMINATED "`DAMS SHHL.L LSE 24F-V41 DF/L, EXCEPT CANTILEVERED OF CONTINUOUS Fi-AMS TG BE 24F-V8 C DF/t BEAMS TO BE DRY USE. J018TS TO BLOCKING, END NAIL (3) 16d INDUSTRIAL GRADE WITH 1 COAT !SEALER WATERPROOF' BLUE, AND A I TC CERTIPICATION STAMP. CAME{ER- 2000' RADIUS BETWEEN SUPPORTS FOR SPANS STUDS TO HDR, END NAIL (6) 16d 12 4x6 / 4x8 OVER 200 . OR AS NOTED ON DRAWINGS. NO WHITE SPECK P'IIERMITTED. (3LUE (8) 16d r3 4x10 / 4x12 LAMINATED COLI.FMNS SHALL BE COMBINATION NO. 2. D.F. /LARCH, INDUSTRIAL GRADE., AITC CERTIFICATION, DRY USE, ( 1 ) COAT SEALER. EASED JOINTS ON HDR6 TO CRIPPLE STUDS, TOE NAIL (4) 8d GLUE LAMINATED 01FAM8 TO PE COMPATIBLE WITH STEEL AT CONNECTIONS. PROVED FOR CONSTRUCTION r? ROOF TRUSS BOT. CHORD TO DBL TOP PL. S1MPSON H2."i / LO �j► CITY OF TIGARD 1 1 . ALL STF.UCT'UFAL WOOD Mr-ME9f_RS EXFOSET) TO WEATHER SHALL BE PRESSUREt*IL•-LAMINATED BEAMS, FACE NAIL. 16d 0 8"o- c. STAUGERLD tREArEl) IN ACCORDANCE WITH WWPI STANr)ARD D-28 PENTA rHLORUPHE"NC)L WITH 'f W/ (3) 16d IS EA. END PERMIT N SITE ADDRESS1L7A, p k!tV�V A RETENTION NOT LESS THAN . 3 LPS/CUSIC FOOT. ALL TRIMMED SECTIONS. CUTS, OAFS. OR HOLES IN P13ESSURE TREATED MATERIALS SHALL PE TREATED IN BLOCKING TU TRUSSESa3/JOISTS, TOE NAIL (4) 8d BY _._TITLE DATE �Z' 0 IO ACCOERDA"ICE PER AWPA STANDARD M-4. JOIST LAP SPLICES OVER DOL TOP PL. , (3) 16d FACE 14A I L 12. TJT , TO VE AS MANUFACTURED BY TRUS-JOIST, INC. PER I.C. R. O. END/BAND JOIST TO JOIST8, END NAIL (T) 16d RESEARCH APPRUV'AL.. JCIISTS TO BE COMPLETE WITH BEARING SHOES, BLOCKING AND BRIDGING AS REQUIRED. EQUIVALENT PRODUCTS OF OTHER MANUFACTURES FNAY DR U'3FD AFTER REVIEW AND DETERMINATION OF ECRU I VALENOE PLYWOOD AEQU I WI 1W-.N1 S. NOT LESS THAN 10 DAYs 1'R I OR TO BIDDING- ALTERNATE SVNF'LIERS MUSS F'URNT9H COMPLETE DETAILS FOR ALL VARIATIONS FROM SHOWN ROOF 10d 0 6"o. c. 0 ALL SUPPORTE=D PANEL_ EDOCS ClNSIRUCT'ION USING+ TRUS--JOIST. AND ROOD EDGES AND 12"o. c. 0 INTEzRMEDIATE SUPPORTS. 13. ALL NA11 S SHALL DE COMMON -ND NAILING SHALL BE PER THE NAILING WALLS Od 8 6"o. c. a ALL PANEL EDGES AND Cly . _HEDl,kF L"LESS OTHERWISE NOTED ON THE DRAW I NGS OR IN THE STRUCTURAL 0 ALL INTERMEDIATE FRAMING MEMBERS. NOTE'S. OVER DRIVING OF NAILS AND BTAPLEG IN PLYWOOD. GYPSUM BOARD, PARTICLE BOARD AND SIDING IFS NOT ALLOMKID. GYPSUM WALLBOARD TYP. 0 1/2" GYP -- m5d COOLERS Q 7"o. c. .(il et 6 . .I ALL FRAMING MEMBERS. NA1LINi3 SCHEDULE a rr , !t' '1':r l ; TYP. 8 5/8" GYP - bd COOLERS 6 9"n. r_. tI4 ALL FRAMING MEMBERS. I J �' t1• �,i I''r'tit �I(,� H!:r�nC,.,/►,.t -rir��ar.G/ +�. �7 ✓, '_�, LLIMPER SOT. PL. TO DECKING/JOISTS, FACE NAIL 16d M 16"o.C. ..-. .,._...... . _....,._ »._......,.m.....�-.�___.. �. -_._ ... . _ 14. PLUMB I N0, CLECTR I CAL AND MECHANICAL PLA143 UNDER SEPARATE PERMIT'. AOT. PL.. /TOP PL. TO STUDS, END NAIL (2) 16d A z >: 4 - R.T. MILLER ENGINEERING, INC. (3) I6d M 2 x 6 t• BUILT-UP/DEAL, STI.1t)9, FACE NAIL. 16d 4 16"o.c. (2) ROWS 16d 4 16"c.c. CONSULTING STRUCTURAL. ENGINEER t EA. ROW STAGGERED R 309 CONCORD BUILDING ' rim 208 S. W. STARK ST. P ? P�w� PORTLAND, OREGON 97204 lv3sy '2-14./,P �* - I 503-248- 1955 io*" 1 r,�r.�^aM.w.M�M.�+.+wMrww.,a+.,.,Y.+.+e.e. 1.w.i1..,.Y.• n•w.•,....Mrv+.la.�w.1... ....w.w.n.'vww•nnn....w4«wwt..Ww[v,*wwrr+ww.+.:-_.,-.+....•.nnr..r.....Ywwwrtw.ww..rw..W.lwYrir.w.wwA•.ruraJa.Y..v..va+..ew...,ws..a..w••.wrr...ro...........•+w.w...-.,...w..-•�.... �,...,s�•.1/tila�lnM•a�....M•,A«w._•ur.ars.YVYt4wrww.vn....M.VMr..•.Mefv.w.v.arr.+w..14w.,r.++W+►.:..lwr:.,.•wwou-••...r.W.+MFNwa.:w.v", .r«..•ww•.r,w..wr•NI..Qru.:....,,...., .... ...,, .. .. ...ar, ...Mw,..w..v.a..cMrY.sw.•.....w.wf•.,w.r...r.arwf•....r....+r,w..w�n,.....w.........._. ...+w.. . w... .., •.. ,.••.1n.-- r �• an..w ....�tr,tv�.e....... .wre9h.1►�1►ry!..++�+r+rw - ,.. • -- 1 • '- 1 { I I 1 �I I I ( I I �� I ' III ( III I I I 1 ( III I III I 1 I I �1I1 Jill 11111111�.1,,.1".11111 IIIIFII 1111111 VIII 1 I I I III I III I 111 II III III Ifl 1 1 1 1 1 1 1 1 1 1 1 III 1 1 111 - .,I I I I I I I I I 1 1 IFI (�2 O �- 4 5 6 7 `8 9 10 I I 12 NOTE: I F THIS MICROFILMED - - -- -- ------ DRAWING IS IkSS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF TFE ORIGINAL DRAWING. OE 62 82 LZ 5- 52 02 E2 ZZ 12 Oz 61 91^ L1 91 SI bl EI ZI �11 01 6 9 1 9 S b _- E— Z I ��III nnI un�uul ulll uul u11IluIII111IluII1111I1111I1E11111lLIIINIuI1)u11I1n1'rllr�ullllllllllUlCI;lI11dIIll!)I;UiIIILIIII(IIIhIIIIIlII11lIlIlILIII!IIUIIIIFIIIIIIIIIUIIIIt)HIIIIIIIIIIIF)L(II�I111I1111�1111L11llIlIl�lJlLllillJl1.�1111UI111lLllllllllilll1111llllllllllllllltlllUll111 ' MAY 18 1990 �..LJ�I�i 1 r:�....ww.. •w.1. ✓.I✓��- �� Of� __,.....-.......,._.... .._....�.._._......»..._............._.....,.»..--.._..,,�Y........._r...�......._......�_..:........�..,,......_,�.«....,........._.....�.�_.......+...+..�.._.......,_.........._.....+�wr...+_.....,..... ..r_.r......_.....,._._..-.....-.._,.....-.. »...,.......«.�«.�...._....,.................... «.... ._.._...__..._....._.,..__...-__..-.._.-......-............«..r.�..............._......-....-_.,...,-nom..«.,........_..,....,._-„ ».-.......�....�.....+..w....e......r........�. ` �!'l..l, •.. o� I ` FUG , + �I 540� G#ll� T ? 1r t 0 A r '.'0r. a '. ---- - - - 4. A / (VII -� i � ,� I // I - - ► � , 4,�;f11 gra, ��,�,�I, / , -- --- b 1 1 % \��\ ��,;,'// GL-I T Nfr•✓� C�f'!:i i r I �X �T��', }� li1M� r+ t,yc fiT'I►.-j r,.-p •u'� a ' L--4 J �� �• ► 1\0 A �- J /'' I! ✓`'/ �,Ci<� ; L�+, -� N !J I - � N��'I Ma(�,H, L ,-4 40, r 111c it : - - 7/f I; II F.o. T*YiO ' f PF.+�I�•I, Mrd. 2 - I � � � _ '" .,��f.:_. -� EI ' M i6 I ;j I I � "' n _. _. __ _ II. :�..0'i.��' a- �71•C1p� 1 N 1 �, __ - y'#. _ - - 41 ) (4�9C.!'�-1i�r.1 •'tr+,w�t � ' 1j _ �� /��--- f X70✓HTS GG+tJ C.OL, J ! , 1 � � � � ) N I g',ou �_�1i _ pry, 9 r p - _ T l' '-y- r7J.,l+f r'►-f PN, Wf•t,.L W� II Thr•, . r�� 2 ��' r I fil',� f'�-•1 �-1' .+P i° �c;�J PP Cit'f rt'Yt'1�A1.. -- - -- -- - ---- �9.. L... _Y -�.I I a t-�•r�t t�, ^ 1 �I.„ P't,•(W b Sr+rH G��_ 1 _ _ r'�.. } ��, f ,� �t C�Lt-I� l�kM '✓"• P�C•N`�! I O �; I (I ' i _� •-. 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OC 62 92 t2 92 9? tiZ c ZZ IZ OZ 61 81 LI 91 SI bl EI ZI II 01 6 9 L 9 9 b E; Z 131"1" 1�1111111111111uuIlU11u1111uII11u111111u1111nllnuluullullnnlnulunlu111111111111I1111I1111111.I11I1111111!IIIIIIIIIIIIIIIIIIIIIIIIIIIJIfIII(It�III�ItuIIUIIIIIIIIIIIIIIIII)IIIIIIIIIIIIIII1111�I111I1111>11111/1111ll1IWlll�lllldillL�lllllllll�lUlll�l1�1111�1IllI1I1111IIllIIIWIll11 i MAY 181 1990 !'�N►D L% ��1� Com'��-1 T �'J c.�.-:..'� ✓. '.i 1 / I, t r4'�'I p '�} % 1►�+T �1.I C.L� .1J — s sr -�_ -- ,__r = :s_ -- . _ -r -_ _ T _- ,- *+ � it II i i I I I� l i' z'7 7 _J rlt�'s 0 f'1Or✓ C1V1Lj4or1 _!` Orv+ __._. - 4 _.._ _.._ _ . ,�_•__ y •� 2 _ , v �• _..._ . - I"'L1' j►IorH ON AIS tr�POl,;� ..,,.._.._...�r_� �,�,R,_ •�:,: �,�.—rr. -,:< ,�: .x �, -.... w- - s r..:_cat ars: z srar_ra e:'sC aas_rsa• ' u•-: _r_r__..r:::'. t..K_ �77, Rfe+-:. ..�r:a.e• :s:.: _-::_s..,a 7'.'���:•va-x.•'r.>�-::.��. 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CONSULTING STRUCTURAL ENGINEER 309 CONCORD' CO D BUILDING 1i IIs► U11 208 S. W. STARK ST. PORTLAND, OREGON 97204 503-248-- 1958 I' 1 _ _ i I I III �, III I I'IIIIIIFII 1 }IIII 1 I III �1 I I III III Ill IIIIIIII III I 1 111fill fill 111I111I1111411I111I111111111llltlllllwllll,�l, �: _..:. . .. ,_... NOTE: IF THIS MICROFILMED ►._ I ? 4 5 7 a 9 (I�' I I 12 DRAWING IS LESS CLEAR THAN _--' - - ----�. THIS NOTICE, IT IS DUE TO THE QUALITY OF THEE ORIGINAL I DRAWING. 6E 6? BZ LZ 927 SZ bZ EZ 2Z IZ OZ 61 RI LI 91 SI Ibl EI ZI II 01 6 .I9�.-.' 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STARK ST. ; -� PORTLAND, OREGON 97201 503-248- 1.955 VIII►IrIIL41rlilijilllill.Illll'I1I111I111I111IIIIIIIIIIIlIt11I1!IIIIIIIIII �II�IItIIIIiIIIIII�IIIIJill IIII I111I111IIIlIIIlI111�II1IIIlIIIIIIIIIII�III�I�I�IIIIIIAIIIIII��III�I�I�Illilillllllil ! NOTE: IF THIS MICROFILMED ��.! I 2 3 a6,R 4 5 6 7 8 Q 10 I I 12 DRAWING IS LESS CLEAR THAN -�-THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAW I NG. OE 62 92 LZ 92 SZ bZ EZ ZZ IF OZ 61 91 LI 91 51 t,I EI ZI II 01 6 I9r iL 9 S t• E 1"•��' 1111InuInllluuluninnlnnluulllnlllllll111I�111IIIIlI1111II111IiIIIIIIIlI1111It111I1111IIIIlIIIlII1111IIIIlI11�1II1111UIlIIIIIl1111I1tIlIfII;IIIIIIIIIIIIIIIII11tIII11IIIlIIIIIIIIIIIIIIIIIIIIIIIIII�UIIIIIlIIl1L'111LL.IltI1�W.I1111IWIIlll11111!]IIllII111IIllII111lIlIIIIIIIIIIIIIIIWIIIII , MAY 18 1990 - r..•L+wtw.+►•M+rw..rr.+w..r.w.....ti,...a,a•rrYrwaM4AWAI «rvw.r...r<r..w..s.-..w4...ww.-_.a_...r l4wMTM.hr...�us.-..•.w.• - •'•wM" ..r.y.Ma►.MMMMar"../-Pn MlMtl�...'MM•.+.wMrYNw�._WU11V.� 'FJ STERUCTUpAL, NOTES 1 . THE CLINTRAC1 OR IS RESPONSIBLE FOR VER I F I CA T I(1N AND CORRELATION OF N AIA_ ITEMS AND WORK NECESSARY FOR COMPLETION OF THE PROJECT AS INDICATED FY THE CONTRACT DOCUMENTS. SHOULD ANY QUESTION ARISE. REGARDING THE CONTRACT DOCUMENTS, THE CONTRACTOrk. SHALL REQUEST � � • �ti„„w,r Arh-+O �iWi�'' �r•TIK� ��r► I�IY.►�tia•1, /r14.� hep, :..+1/�{J *C INTERPRETATION POD . AN11 CLABSE141 F I CAT ION FROM THE ENGINE:FF: F BEFORE HEG I HE I Nf� n�f i p►r --_�.�r�r �+� �r�nu � -�r�- P���tli� �lG. Hgy-.r A6," 1" i4;,114., G1'^r•l�"Ili �1yq I.1Gc- . THE PROJECT.TFCT, THF. FIE L+ RE OF SUCH REFAMIT SHALL_ SIGNIFY HIMSELF THAT THE �' �' ' �' ( • �"Fs+c?.il r7�': � x/211 A5I'F'tf LjYIGi (:bl �.%1F�t'� (�►./Ir�1,M^CONTRACTOR HAS TOTALLY FtEVIEWFD AND FAMILIAf.'1 TE:D HYMSELF- WI tH AL.L A SF'FCTSa OF I`HE PROJECT AND HAS COMPLETE COMPREHENSION THERF OF ALLT,oto � - - •--- ,1' _., PHASES OF THE WORk; SHALL CONFORM TO THE M1NIMl.lh1 STANDARDS OF THE 198: (� y� Gr•flj"7 TO �� "zG-MDU�p 13 • *10A1.► CpAr U �ia�/I►-�(.^ NIFORM taIIL.DIPJfJ CODE a5 MODIFIED BY SHE STATE OF',FGON. THE h � f • P�'►Ih-+T �.>T'f�'II�I"°INi.� !p°A'"T(;�r -t �,.J� (� ,/�." ..�1�1.�. �,;.,,,1 ��� T�e�(��,, y,/t,+ CONTRACTOR SHAF-1... BE RILSPONS I BL E FOk CONFORMANCE T O ALL SAFETY -�--� ��-�3 � --~�- � � IN�•f VL �?I cshFy kE'( Ul_Al IONS DURING CONSTRUCTION. � p�, 2 ._,...___...._.__..... .....�.._ _..... . _. ..� ,.... � �1'��I�'+Jt�ir�i't C-�.aT�G.t.,+f^-- {.I',. rtt l�D+ As, (�,w1�f.1�-'' ►'�(Cir�e'�F�'-=. • THE CONTRACT DRAW]NGS AND SF''EC I F-I CAI TONS REPRE,;EN r THE FINISHED - V X� 3)TRIICTI)RE. UNLESS C]THERWISE= SPECIFICALLY NOTED, THEY n0 NOT INDICAIL / THF METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL METHODS .~ - C. ANT) RELATED E:(?II.EF'MENT IUEf:ESS=,AF:Y TO PROTECT THE LiTI;UC'(IJFtE, WORKMEN AND 0 [PIER PERSONS AND PROFERTY DIIRING CONSTRUCTION. THE CONTRACTOR SHALL. T�� � 4 AT HIS OWN EXPENSE, ENGAGEPROPERLY QUAL I F I E:D PERSONS TO DETERMINE I WHERE AND HOW TF:I•IF'ORARY' PRECAUTIONARY MEASURES SHALL DE USED AND �-Af=4�"� �j►t � GsO,00 , 10• UO ' INSPECT SAME IN THE F' IIrl.r). Or-ISERVAI ION VISITS 'TO THE JOB ,ITE; ARE. NOT J PART OF THE STRUCTURAL FNG 1 NEEP:' S RESPONSIBILITY UNLESS THE CONTRACT .1U �,� _?'. DOCUMENT'S SPECIFICALLY SPECIFY OTHERWISE. F '_r THESE 1`1 ANS AND SPECIFICATIONS AND THE ENGINEERING AND DES5I GN WORD: / = IL THEY FEFTAIIJ TO ARE ;NTENI)ED 90I.-ELY F=C)R THE PROJECT SPECIFIED HEREIN. % y � I • 1 9,V,R. T. MILT 1=ft EI'JGINEERING INC. DISCLAIMS ALL LIABILITY IF T'HESIF FLANS AND SPEC.I F I CTAT I ONS OR THF:.' DES I(3N. ADVICE. AND INSTRUCTIONS ATTE:NDAN7 }� THERIETO ARE USED ON ANY PROJECT 7R AT ANY LOCATION OT14E.R T1`1AN THE f'F<0.1ECT ANi� LOCATION SPECIFIED HEREIN. 14,1 4. CONTRACTOR SHALL VERIFY SOIL CONDITIONS AT THF FOOTINGS AND MAt.E 4NY NECESSARY CORRECT IC)NS3 AS NEEDED TO PLACE THEM ON FIRM. NATURAL, LINT)i 2TURIICD SOIL_ COMPACTED TO 93"/. OF MAXIMUM DENSITY. ASSUMED SOIL ` �� �S •r I ? .K- 19EAR I NG PRESSURE URE 1500 PSF. 1 CA)'•4C, (A.4 '5. OFF-I GN LOADS: RPDF-a 5 PSF LIVE t_OADc FLOOR-40 PSF LIVE= LOAD: � � rju I V pl 1-4 d' -` WIND->:,0 MPH: SEISMIC-UBC ZONE 2. AA b. CONCRETE SHALL CIE 000 FSI MINIMUM @ 28 DAYS. MIXING. PLACING AND > CURING OF CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318-83. MAXIMUM � ♦�' �� � - Tfw SLUMP: FOOTINGS AND FnUNDATION - 411i SLABS ON GRADE - ALL 4�y Y,q,f �„ o RETAINAGE STRUCTURES, i . e. : RETAINING WALLS. SHALL HAVE ADEDUATE 4 DRAINAGE . MINIMUM 4" DIA. WEEP HOLES, 6" ABOVE LOWER GRADE, AT 8' -0" � � � -� ' t►r ' o.c. OR EPUAL, 000, �ff.&rN (,•vM 1A�'3 i 7. ALL REINFORCING STEEL (RESTL) TO BE DEFORMED BARS PER ASTM A615-79 GRADE 41?►, EXCEPT BARS # 6 AND LARGER TO 6E GRADE 60. ALL WELDED WIRE MESH TO BE A496-79. SET MAIN RESTL FR°7M E=ARTH AND FROM FOPMED �I(' N {�t�ANT- �� ' .•L°��T � ;M FT) 1 sj r tS'►,IF F i,f-.EEi. IaAk I.ENt:r T 115 UE T N l I_EC► ARE OU'f TG OUT A140 DO NOT INCLUDE. AL(_OWANCI$ FOR HOOKS OR BENDS. PROVIDE 2` -Z" X 2' -0" RESTL OF SAME �•- til tJ� SIZE AND SPACINO FOR ALL CORNERS. SET ALL AN,7!4nR BOLTS AND DQWE.LS � ! � ,BE A �•� �ju•;rr��, rbW� BEFORE POURING -CUNCRE•TE. s- 3. ALL STRLJCTUF.AL_ ANS.! M I SCF'I_LANFOL.IS STEEL TO Pt: ASTM A-6 - 77a. ALA. c7q� I _��.._._ �___ ... . �_..___-_• _�.^ _y_ _ _ ._ . . . WIELDING TO CONFORM TO 0W5 D1 . 1-75 USINLI E70XX FL.E:CTROUES. ALL BOI_T�i ^� t n-y 1lA-107. ALLSTRUCTURAL STEEL SHALL HAVE ONE COAT OF F'F-:YMER, DEA TITF� FAL , , FACE NAIL lbd I� 16"r�, c. dg 2 ,c 4 �. N XC:EF'T AI, Af ES TO DE EMCIEi?pFD IN CUNL;RETE OR MASONRY. ALl EXPOSED (2) ROWS 1.6d It 16"u. c.. 5 LJ, 10A<11 �I C., 1`_0c�HVI-JA LM S( " I'' •G�-'`'�� G' %�: ,��-I`" -�}-C:+WMk� i:t.1'�? �'C� �r"(/�: -I S TRl1(:'TUF<Al. ST EFL. TO HAVE ONE F"I N I SH COAT' OF RUST I NI 1 I A I T I NG PAINT. u 2 b COEJY OWNER. ALL STRUCTURAL STEEL TUBES SHALL BE ASTM A,"`.09.1--80. F11 46 F'51 . DHL TPP PI_. SPLICES. FACE NAIL (2) ROW`✓ ( 10) 16d ry �. 4 1 /4"A. c. AI_I_. STRUCTURAL C:OL.I I1111G. JOISTS, PURLINS AND BEAMS 'rO BE DF. /L. . DHL TOFF PL. CORNERS/INTERSECTIONS, FACE NAIL (/]) 16d N��r 11 ALL 11LOCK I NS AND ►JC1N-51'RIJC'TURAL FRAMING TO BE: CONSTRUCTION GRADE STAGGERED 09 2 >: 4 AND RFT'TFR. ALL WOOD PLATES IN CONTACT WITH CONCRETE OR MASONRY SHALL_ `+E D.F, rL. . #.1 PRESSURE TREATED. ALL PREFABRICATED METAL TIMBER CONTINUOUS HDRS TO STUDS, TOE NAIL (4) 8d � r;I)NNE"CTORS AFJD HANGERS BHALL. BE FULLY BOLTED AND/OR NAILED. ALL POLI r HF_ADS OR (JUTS PFAF:ING ON WOOD I'D HAVE STANDARD WASHERS. 1 /2" PLYWOOD TOP FL. TO HDR, FACE NAIL 16d ki 16"o. c. TO DE C-•D TNrERTOR WITH EXTERIOR GLUE. 2.4/17-, NAILED WITH E3d r 6" ALL EDIBCa AND 9d r$ 12" ALL INTERMEDIATE SUPPORTS. JOISTS TO DELL TOP PL. /SILL F'L. , TOE NAIL. (4) E3d m r (�> 111D. GLUE LAMINATED BEAMS SHALL BE24F-V424F-V411DF/L, EXCEPT CANTILEVERED BLOCKING TO STUDS, TOE NAIL Eld OR CONTINUOUS F.IE'AMS TO BE . 4F-VES; DF/I. . BEAMS TO BE DRY USE. JOISTS TO BLOCF'::ING, END NAIL (=+) 16d IPJDUSTRTAL GRADE WITH 1 COAT SEALER WATERPROOF GLUE. AND AITC 4 ('E:R r 1 tr I CAT I ON STAMP. CAMBER- 2000' RADIUS BETWEEN SUPPORTS FOR SPANS STUDS TO HDR. END NAIL (b) 16d IN 4x6 / 4,:G ' 4 CIVIER 20' . OR A6 NOTED ON nF'1AW I Nf36. NO WHITE SPECK PERMITTED. GLUE (8) 16d Ib 4>; III) / 4m Id'-" t I.AMINATED COLUMNS SHALL BE COMBINATION NO. 2. D. F. /LARCH. INDUSTRIAL. rjRADE, A.TTC CERTIFICATION. DRY USE, ( 1 ) COAT SEALER. EASED JOINTS ON HDRS TO CRIPPLE STUDS, -rOE NAIL (4) 8d SLUE LAMINATED SEAMS TO FIE COMPATIBLE WITH STEEL AT CONNECTIONS. ROOF TRUSS DOT. CHORD TO DDL- TOF' PL. S 1 MPSON H2. 5 11 . ALL STRUCTURAL WOOD MEMBERS EXF,OSED TO WEATHER SHALL FIE: PRESSURE NAIL•-LAMINATED BEAMS, FACE NAIL- 16d 11 8"o. c. STAUSE'RL`cD TREATED IN ACCORDANCE WITH WWPI STANDARD D-28 PEIJTA CHLOROPHENOL WITH W/ ('') 16d @ EA. END A RETE=NTION NOT LESS THAN . 3 LF15/1:USIC FOOT. ALL TRIMMED SECTIONS, CUTS, DAPS, OR HOLES IN PRESSURE TREATED MATERIALS SHALL PE TREATED IN EILOCKING TO TRUSSES/JOISTS, TOE NAIL (4) Eid ACCCIRDANCE PFR AWPA STANDARD M-4. JCT I ST I.,AP SPLICES OVER DELL. 1 OP PL. , C7.) 16c1 FACE NAIL J2. TJI . TQ BE AS MANUFACTURED DY TRU4-30I3T. INC. PER I . C. F. O. END/BAND JOIST TO JOISTS, END NAIL (:') 16d FrFSEARCH APF''ROVAL. 11 I T STS TO DE C'OMP'LETE WITH BEARING SHOES, FLOCKING TRUCTION - _____ AF�IID FIR I DG I NG A6 REQUIRED. EQUIVALENT PRODUCTS OF OTHER MAI'JIJF'ACTiJF{F'S APPROVED FOR CONS MAY B1; USED AFTER REv i C::w ANA DE rF RM I NA'r I ON UF' EQUIVALENCE PLYWOOD CITY dF TIGARD REQUIREl9CNIS. NOT LESS THAN 1124 DAYS 1''F IOR TO BIDDING ALTERNATE 7S SL,r FLIIE=RS MUST FURNI511 (::OMPLETE DETAILS FOR AL_I. VARIATIONS FROM SHOWN ROOF Mild @ 6"u. c. It ALL SUPF'OkIF L) PANEL FDOES r ��y'p i A()DRESS t la r •ONS 1 RLIC T I ON US I Nrl TRUS--JOIST. P[ DATE �z t S AND ROOF EDGES AND 12 'o. c. @ INTERMEDIATE SUPPORTS. ► ;;. ALL. NAJI S SHALL BE COMMON AND NAILING SHALL FIE E'ER THE NAILING WALLS E)d m 6"o. c. Q ALL PANEL EDGES HMC) - -y' "4-"FIE DUL.F IJNLE:S''i (7THERW 1 5E NOTED ON THE DRAWINGS OR IN THE STRUCTURAL l9 ALL INTERMEDIATE r RAM I NU ML:I•II IERSi. I OTES. OV&1 DR I V 1 ND OF NAILS kND STAPLES IN PLYWOOD. GYPSU1'I POARD. f raR I LE 1?OF1RD AND &IDIN© IS:; NOT ALl_OWF_D. f_3YF='SUM WAL.LEI(:IAF:D TYP. liE 1 /2" GYF •- `Sri COOLERS) l� 7"v. c, Ib ALL FRAMING ITEMS RS. NAILING SCIHEDUL.E TYP. III ;/8" GYP -- 6d COOLERS R 9"o.. c. . 13 ALL FRAMING MEMBERS. I � c.��9 . � I•� ����'(� HICtPr!(,...yA� '�"I�!t''A�{.✓ �,.� /I"�•1,.j LUMBER B07 . PL . TO DE_Cb'ING/JOISTfl. FACE NAIL 16d M 11' ' ►.�. r_ . 14. PL UMB I IJC3. ELECTRICAL AND MECHANICAL PLANS UNDER SEPARATE PERM I I . ,J - --- .r.,.. _._..�........,.,_....�.__. 1301 i . PL.. /TL1P PI. . TO STUDS, END NA I I. (2.) 16d I1 >; 4 (r) 16d (� : .� �-__ . :..� R.T. MILLER ENGINEERING, INC. F+IITLT--Uf`/DPI. Stl.lr)B. FACE 11011_ 16d 11 1ti' o. r . ��• ' . ROWS AS 16 CONSULTING STRUCTURAL. ENGINEER EA. POW tiTA17(1FRED r! r 2 x 6 _ _ '+ 309 CONCORD BUILDING 208 S. W. STARK ST. PORTLAND, OREGON 97204 503-248- 1955 . wqM,.......•wt_...,•ur.+.+re.Mr.u+..r..a..r........•r.rrn+N..._..,.....,..,..q.+r.w......www.......,...r,w.•o.....v+...,rw.a,..•.__......_...vn.,....•.....,...,.. .....-r._...... .4 w... ..•.•.•.•. ....-.+».........v..tM.%P..•N.r..w.rw.Yfv ..M.v......:-.-..,...vn.I•rwYIrMAY.W4.l1MMWYM.. WOE.1.11fY1R.�1..'� wlM.r..n'.IY•.i1..r.Yr.w...•a•Vl.'n..Nl.rw.a:-Wn.ti...r.•,,M'....lr.;J.,.IP^I.a.a/Mi.1\.W.MIII.a'M WIMl,.4.`+wr wl+.Y.MA+MSN.M'.w:,M•.MY.r".Y.MW,aA:...Jd....t4.-. ...•.. ....w.i',tNiA'bI M'R....NM+.<N..ra.it ..,n N.M....A...p....Y.{ .! ..r.r.fir.. ...Y•..Ir+. v .. . • •.. aw..... ..., y. w ..w.u. Y..vu..u....w.s.r_..,........+✓A.w ..•v.•w.'W♦ •'M1�I.iiw•u I, ,._.. .. Illlllllllllr}III111I11111��IIIIIIIIIIIIIIII111I1 III Ill III III III Ill III ►I'IIIIIIIlII1liIlllllllllllllllll IIIIIIIIIIIIIIIJIIllll11ll111111 IIIIIIIIII ,I Ii II1- 01-0 boa- yI • NOTE: IF THIS MICROFILMED ►. ( �_.? `j 4 _- S 6^ 7 8 9 (0 I I 12 D DRAWING IS LESS CLEAR THAN --- THIS NOTICE, IT IS DUE TO THE (QUALITY OF THE ORIGINAL 9 DRAW ING. OE 6Z BZ L? 9Z SZ bZ EZ ZZ IZ OZ 61 91 LI 91 SI tal EI 2 I1 01 6 9 L 9 S to E Z I �•s•. �' �1uIIInIInIIInIIIInIIIIIIInIl4nlllullln111uLIIIIIIIIIIIIII(IIIIIIFIFIIIIFIIIIII�IIIIIIIIIIIIIIIuUIIIIIIIIItIII!IIFFIIIIIIlI1111IIIIlIIIIIIIIttI1111�111!Illullnllnnlltullut)nnI1uIIInIIlu1)LFullul;LIIEEAIIIll111�F1ll11(llu�l!111uuIwl�1uU11tI11ulnullullEElllnn MAY 181990 Sams :a-- ' ^^r•4,.a+YrY.r•r•..w4M w1..M.MYary,FFWYWMM.w.✓v.I✓<oYre Y1N�N�tlgyp...w.Y.'•w4t........,l.vw•MWY..wMWMMSA.wa,rN.-.wwnY•. N,•_nYw,•-•,w)'w•Iw i,wnu,.'M+w.w.dy.r,..V.nw..Inwlti..wA.rwW_r\,+.......•r..w..•u...�....\r..rl..w..e.r..•..n.ry Nr.. .wrw.w.Nyr w• er...,u.�r.. ..Irw n ••w,n•\Yw►Y+1.__1.•1,►N. a.Y.•,Mrr.AM.w...,ny.r,r.w,.Ms..•wn..rYCY•e'..w.w _ ....w•.r .-. ...w.....•.y.•,•yy„wY...rr++.Y•w r..e.•Y✓wa.- n. ..V.�•N'+••.►•w. .•.M•rMvw-Y.w+N'�• �M•�••��•w ..+IF'b+...ww lt,•Y 8TRIJCTtW4N_ NOTES r, h 1 • THE CONTRACTOR IS RESF'C]N9I FL_E: FOR VERIFICATION ANI1 CORRELATION OF 1_ ITEMS ANIS W()}•7}:; NEGE:55AFt`' FOR COMPLETION OF TIaE PROJECT A6 I'J'D I GATED FtY 1 EiF - ON TRACT DOCUMENTS. SHOLit C ANY QUEST ION ARISE=. F:t1+1�AfiUINf-a THE !TRACT DOCUMENTFi, THE CONTRAG'i DFS SHALL REG1Uk ST T NT'ERPRETA T I L1hJ I'I11) CLARIFICATION FROM 1'HF ENGINEER BEFORE BEGINNING ' ++ �.. ��r�t� 'Wood- N�'ir'j �`�'•F!' �`�"�'li.► f,L:''r�iC•M►� � ri i 4 �y-oo�y `-�``"� 2h'-r� Tal' FMF PROJECT. TNF: ABSENCE OF" SUCH RF LIUEST SHALL. SIGNIFY THAT THE • I 1/rLlt A��I"r+r►t t �.(Jt-1/:?r•M� '!E F�'' E r`` CONTRACTOR HAS TOTALLY REVIEWED AND FAMILIAF 17.EP HIMSELF WITH AL.I. '� � �' �' ►`(. •,/t 1�E. ASF-FL'TS MJF IH-1 PROJECT ANO HAS COMPL_F TE. L'(._)MPRI HENfa I ON •EHE REQ OF . ALL F'HA9E5 OF THE WORK SHALL CtJNFCI!,M TO THE MINIMU'm STANDARDS OF THE 1982N � �! �✓r Gt�l1�", MD�/�l� • 1► C(aI+►� -+'per/tr-+(r^. UN T F ORM 13U I LD I NG CODE AS MODIFIED HY 'THE STATE (1F OF:EGON. THE � I , ALL SAFETY T C • P^1 t-+T 9FTFA I Pr°1 r-4 L" (<'�'T O.-Ar I {,J f' 4'' 1,.�1 :. `�,', t , J ���Ki F A CONTRACTOR SHALL SE RESPONSIBLE FOP: CONFORMANCE(7FiMF,NCE� TO ' ' .-`7' ��'-"-"�'�3_. . •�--.-"_-....._._. � • i N�•f VU �1cAht� RE(_iUI._A 1 I ONE; D1 IF:I N(_7 CONSTRUCT I ON. Z ..._- ..._ _.. ..., ....._._. _ _._.. .— - _ • .•fr�p1..>,y,w-t t�1,.ITV � �� �it,l +�,.. pa. T�:+- �i'y �i �r�a► `` A. THE CONTRACT DRAW J NGS AND SE='EC I F=I Cil ; 111\15 REPRE=SEN'T THE FINISHED '.aTRI 1CTIJFjF. UNLESS OTLICRW I SE SPEC I F I CALL_ '+ NOTED, THEY DO NOT I ND I CA TL ;;,(,r, „•_.• - � ,,,� -_ THE= METHOD C1F: CONSTRUCT IoN. THE CONTRACT ,UF: ;;HALL PROVIDE ALL METHODS t' ANTI f':EL.ATF:'D EQUIPMENT IUEC:FS!aAFiY 'f0 PROTECT THE E,Tt;UI'.•f IJRE, WL]RI•;I'1EN PND 7 '�� ��' ! !�i G •i-FtG�'M �+ O FI IE;R PERSONS AND P'ROP'ERTY DURING CONSTRUCTION. THE CONTRAC FOR SHALL. AT HIS I:)WN EXPENSE, FNGAGE PROPERLY QUAL_I F I E;.D PERSONS T13 DETERMINE WHERE AND HOW TEMPORARY F'RECAU T I ONARY MEASLIf:E::S SHALL DE USED AND Ch1 + ,roO,QC7 � `~'G�. UO l I N!�PF fr T SAME I IV THE F I EI.F>w ODSERVAT ION V I FJ I T!:, TO THE: JOB S ; TE ARE NOT F''AR F OF THE STRUCTURAL ktJfi 1IVEFF:' S RESPONS I R I L I. T Y UNLESS THE CONTRACT DOCUMENTS SPECIFICALLY SPE-1_..1F'v OTHERWISE. -+ } 3. TI Ih SE F'1 AIVE; AND SPECIFICATIONS AND THE ENGINEERING AND DESIGN WOR►' n , THEY PERTAIN TO ARE INTENDED SOLE=LY FOR THE PROJECT SPECIFIED HEREIN. ,y � Z( v k . is ;.a •,� •, ! �2. tip, � R. T. MILI.r'k F:IVI3INEE'RING INC:. DISCLAIMS ALL LIABILITY IF THESE FLANS AND 3PE:C T F 1►'AT I ON5 OR THE DESIGN, ADVICE. AND INSTRUCT-IONS ATTENDANT THERETO ARE: USED ON AN'? PROJECT JR AT ANY l_QCA1-GUN OTHER TITAN THf� � 't PROJECT ANIS LOCATION SPC C I F I ED HEREIN. 3 4. CONTRACTOR SHALL. VERIFY SOIL CONDITIONS AT THE FnOT I NGS AND MAF.F ANY NECESSARY CORRECTIONS AS NEEDED TO PLACE THEM ON FIRM, NATURAL, t! 00 UNDISTURBED SOIL COMPACTED TO 17!5% OF MAXIMUM DENSITY. ASSUMED SOIL BEARING PRESSURE 1500 PSF. 11G A-cr ..T•. =. ..�. i 5. DESIGN LOADS: ROOF-275 PSF L.I VE LOAD; FLUOR-40 PSF LIVE LOAD; � � % �JL.1 I V a t-4 fy ! c WIND-SO MPH; SEISMIC-UBC; ZONE 2. �iT�''"•i!/i`�N C-u- �it�itT/ r ' I t �' , n I�,�J`r/,�-�", �(,,,•!;rf�1�.1�!' 1 b. CONCRLTE SHALL BE 000 PSI MINIMUM III 2B DAYS. MIXING PLACING AND E✓'x �1•'(>• AU!'3 � - � h �T Tvrr. CUEING OF CONCRETE �. SHALL QF IN ACCORDANCE WITH ACI '18-g�. MAX, IMUM _• _ t y SLUMP: FOOTINGS AND FnIJNDATJ ON - 4", SLABS ON GRADE - 7.*," . ALL RETAINAGE STRUCTURES, i .i+. : RETAINING WALLS. SHALL HAVE ADEQUATE - � ;'` _ _% DRAINAGE. MINIMUM 4" ATA. WEEP HOLES, 6" ABOVE LOWER. GRADE, AT 8' -0" a.c. OR EQUAL . 9'r aq'" ,• y � 7. ALL REINFORCING STEEL (RESTL) TO BE DEFORMED BARS PER ASTM A615-79 G GRADE 40, EXCEPT BARS # 6 AND LARGER TO BE GRADE 6W. ALL WELDED WIRE t"H TO BE A496-79. SET MAIN RESTL 3" FROM EARTH AND 2"' FROM FORMED r J 'i1n11 rF=ACEG. DAR L.EN1:,'I FIS LIG F A I L.E G ARE: OUT TO OUT AIJD DO 1401 l NCLI DE f'!� f'�'I �t�� �� I 11 �di14f''� �1'C''^ �!-1 ^ -cr •�, - _ = i Q j ALLOWANCE FOR HO(7F:i; OR BENDS. PROVIDE 2" -O" X 2p -0" RESTL OF SAME' SIZE AND SPACING POP ALL CORNERS. SET AL'_ ANCHOR DOLTS AND DOWELS 53 tr- `.�, _ 'yt ". �,°,L�. rc� u+%.� t WORE POURING-CONCRETE. `� GJ � fed►- w. , -- s �_. _..... ...��r.a __.._._._ �____ _ Y '3. ALL. STRUCTURAL_ AND M I SCE L LANEOI.IS STEEL TO nLy •Q • -- _ _ — - WEL.DING TO CONFORM TO AWS D1 . 1--'7", USING; E7QIXX ELE=CTRODES. AL.1_ BOL 1 5 � 7U + E><E is+frf7. F�i,_l. BTRI.ICTURAL STEEL SHALL HAV[:: ONE COAT OF PRIMER. DE+l T(7F�' I''l. , . FACE NAIL. lbci �� 16"r7.C. 0 2 x 4 - ►�;I �� '� /t• � EXCEPT SURFACES TO FIE EMreEDDFD IN CONCRETE OR MAI:,ONRY. ALL EXPOSED �p�� FIC/ �-oI, Hv,IA.� � �, E�i�TC�• �' •�,,,tvl►t.+�- •, c���;� jj ,;�ar�j 7C� ;�r•�1,4; -4 I C2, riOWS 16d (i 16"O.c . �J,`J, F±'TRIJL:T'UFtF1L. STwEL TO HAVE' O1VF: FINISH Cf]F1T OF RUST INHIBITING PAINT. Q 2 sr b (;OLOR 63 OWNER. ALL STRUCTURAL STEEL TUBES SHALL BE ASTM A500--80. Fv 46 DEAL. TPP Pt.. SPLICES. FACE" NAIL (2) ROWS ( 10) 16d 4 1 /4"o. c. III�2L'e Ott \. 17. 0I_1.. STRUGTURAt.. COL LAING, , r ,• t'J�t.L('•'� JOISTS, PURLINS N.� ANI) t+FANS TO BE DF. /L. ./L. . UHL TOP PL.. CORNERS/INTERSECTIONS, FACE NAIL (4) 16d N��r tt;c. ALL 1 l_C1f,F IN(J AND NI.1�I-51RLICTUFtAL FFtAP1IIVC; TO C+E CONSTRUCTION GRAUE. STAGI3EREU tg 2 >; 4 i-+ND BETTER. AI..L WOOD PLATES IN CONTACT WITH CONCRETE OR MASONRY SHAI_I_ FE D.F. ;I... , #1 PRE=SSURE TREATED. ALL PREFABRICATED METAL TIMBER CONT I NUGUS HDRS TO STUDS, TOE NAIL (4) 8d CONNE CTOhS AIJD HANGERS SHAL_.L_. BE FULLY BOLTED AND/OR NAILED. ALL. DOLT HEADS OR NUTS PF;:ARING ON WOOD TO HAVE STANDARD WASHERS. 1 /2" PLYWOOD 7OP FL. TO HDR, FACE NAIL 16d @ 16"o. c. 'rU BE C-D IN-rERIOR WIT'1 F.-xTERIOR GLUE:, 24/111, NAILED WITH 8d 111 6" o. r_:. ALL E'DIiE S AND 9d 4 12" o. c. @ ALL INTERMEDIATE SUPPORTS. JOISTS TO DE1L TOP PL. /SILL PL. , TOE NF+IL (4) 8d 9 _ 10. SLUE. LAMINATED REAMS SHALL BE 24F-V41 DF'/L, EXCFF'T CANTILEVERED BLOCKING TO STUDS, TOE NAIL (') 8d 'W CONTINUOUS REAMS TO HE 24F-V8; DF/L. BEAMS TO BE DRY USE. JOISTS TO BLOCKING, END NAIL (3) 16d 114OUSTRIAL GRADE WITH I COAT SEALER WATERPROOF GLUE. AND AITC CERTIFICATION STAMP. CAMBER= 2000' RADIUS BETWEEN SUPPORTS FOR .]FANS STUDS TO HDR. END NAIL (6) 16d (y 4x6 / 4r0 AVER 20' , OR AS NOTED ON DRAWINGS. NO WHITE SPECK PERMITTED, GLUE (fT) 16d Tj 4>, 111) / 4>( 127' LAMINATED COLUMNS SHALL BE COMBINATION NO. .2. D.F./LARCH, INDUSTRIAL. t;RADE, ATTIC CERTIFICATION DRY USE, ( 1 ) COAT SEALER. EASED JOINTS ON HDRS TO CRIPPLE STUDS, TOE: NAIL. (4) Hd DLUE LAMINATED BEAMS TO F+ar COMPATIBLE WITH STEEL AT CONNECTIONS. ROOF TRUSS FiOI•. CHORD TO DBL TOP FL. SIIhPS01V I-I2. 1 11. ALL, STFAX1URAL_ WOOD ME=MBERS ExroSED TO WEATHER SHALL R?F PRESSURE NA I L -LAMINATED BEAMS, FACE IVB I l.. 16th IJ D o. [. E3TAGt3E i<LD TIREAtED IN ACCORDANCE WITH WWPI STANDARD D-28 PE14TA CHLOPOPMENOL WITH W/ (.3) 16d @ EA. END A RE::TE;NTION NOT LESS THAN LEIS/CUSIC FOOT. ALL. TRIMMED SECTIONS, CUTS. DAPS, OR 1401-ES IN PRESSURE TREATED MATERIALS SHALL BE TRYr_ATE—D IN BLOCKING TO TRUSSES/JOISTS. TOE NAIL (4) Hd r ACCORDANCE PER AWPA STANDARD M-4. JOIST L.AP SPLICES OVER DBL TOP PL. , ('7, 1 16d FAI::E IIA I L 12. TAT I , TO PE AS MANUFACTURED BY TRU9-JOIST, INC. PER I .C. B. O. END/E+AND JOIST TO JOIST S, END NAIL RFSEARCH APPROVAL_. .:JOISTS TO DE COMPLETE WITH SEARING SHOES, BLOCKING 4M41) opI�OVED FOR CONSTRUCTIO4M41) BR 1 DG I NO A6 REQUIRED. EQUIVALENT PRODUCTS OF OTHER MANUFACTURCS MAS EQ USED AFTEP RF V IU:W AND DETERMINATION OF E''QUI VALE=NCE PLYWOOD APPROVED R-(: l. IC,ARD R x RE OU I REHEEV1 S. NOT L F,.,5 THAN 191 DAYS PRIOR TO BIDDING AL TFRNATE - ,r t L ?!"R;J MUST FURNISH DETAILS FOR ALL. VARIATIONS FROM SHOWN ROOF 10d @ 6"o. c. ALL SUPP0k7FU PANEL. EDC EE—., ` Uy•0 _ gTIGAS 1 I�7 R FAJI�,STRUG7101V USTN+ TRUS--JOIST. PC' ' " iz r5 AND ROOF EDGES AND 12"o. c. @ INTERMEDIATE pA'TE_..L SUPPORTS. 13" At.L 1\10:411 S SHALL BE COMMON AND NAILING SHALL_ HE PER THE NAILING WALLS 8d ID 6"u. c.. @ AL1_. PANEL EDGES AND @ I x"'u. c. , CHEE)U%.J 1114-ES5 i)THE�RWI!';E NL17ED ON THE DRAWING;, OR IN THE. STRUCTURAL 1 19 ALL INTEFtMEUTA�IE 1`FiF1MIiVf:1 ME�Mi.�Ef �,. NOTES. fY,,F.1 ;1 DRIVING OF NAILS AND STAPLES IN PLYWOOD. GYPSUI1 ROARD. F"ORTICLE: I.+AAPll AND f3IDIN0 IS NOT ALLOWED. GYPSUM WAL..L[►OAFln TYF. 111 1 /2" GYP --- `Scf COOLERS Q 7"u. c, itI 1 ALL FRAMING 1'1EMBERS. NAJLING SgHEDUL E TYP. 11 5/8" GYP 6d COOLERS @ 9"0. C . tI! L l 1M FSE R ALL FRAMING MEMBERS. TI I I �+'7�j �.�,M1l, ('°'��il f f�,. H I s�rl b•.1,�"'� "t•l c�f�►f"'�{��' �='1"� �"1'�'''1 ROT , PL_. T!) DECKING/00133T.9. FACE (JAIL 16d M 11i' u. r_ . 14. PLUMBING. ELECTRICAL AND MECHANICAL PLANE, UNDER SEPARATE Pi:_RM I T . ) .,.-- �.............�..__-• . rafJT. F'L. /TGIF' F'L_.. T(:1 Tl_llar,. END NAIL (1) 16d III@ x 4 R.T. 11/11LLE = � ( , lbd N R ENGI•NEERIN .�, 11AC. FtIIL.T--Ufa/I7T1I E',TI.IT)B. t=ACE' I•IAII. 1F,d @ 16' o. c . t ` ROWS 16d FRED Al 1E�"r,. c . EA. POW E►TAtTfiF ^_ CONSULTING STRUCTURAL ENGINEER - 6 - All �� �`?.r- 309 CONCORD BUILDING 208 S. W. STARK ST. 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