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SW 109TH AVENUE14 I t 061054 wow -W 1 • OFNRRAL NOTES -NERAL 1. These notes are general in nature and are intended to set minimum standards for construction. The drawings &tali govern over the general notes to the extent shown. 2. The Contractor shall verify all dimensions and condl n ons on different drawings and in the field and notify the design agency of any discrepancies before proceeding. 3. Inspection and/or Job supervision is not provided by this design agency unless speci- fically provided by other contract. 4. Contractor to provide all necessary temporary support for walls and floors prior to completion of vertical and lateral load systems. CODFS AND STANDARDS 1. All work shall be in strict compllance with the following codes (latest edition): a. State and local nodes (verify with local building official). b. Uniform Building Code. c. ACI, AISC, and NDS. FOUNDATIONS (IGesign soil pressure 2000 per) 1. All footings to bear on firm, undlaturbed soil minimum 1'-0" below original and 1'-6" below final grade. Notify design agency before proceeding If any unusual conditions are encountered in the footing ext.-avations. 2. Do not ex^avate closer than a 2:1 slope below footings. 3. Clean all footing excavations or loose material by hard. CONCHETF 1. Minimum concrete compr•esslve strength to be 2500 pat at 28 days. Minimum cement content to be 5 seeks per yard. Maximum slump 4". ?. Place and cure all concrete per ACI codes and standards. 3. Provide ketyed control Joints in all slabs on grade at 25' o.c. each way maximum. Provide heavy (3/4') tooled Joints at 5'-0" o.c. and 1/2" premulded expansion Joints at 30' o.c. in all exterior walks and slabs. RFINPORCINO STFFL 1. Ail reinforcing steel to be A-615 prude 40. Weldea wire mesh to be A-185. ?. Place all reinforcing, per ACI codes and standards. 3. lap all continuous bare 30 diameters minimum. WOOD 1. All lumber species and grades to he as foliows: s. Jifets, beams rind stringers Douglas Fir No. 2 6" nom. beams and stringers Douglas Fir No. I L. Bucks, blo^kinK, bridging and miscellaneous Doug Fir or Hem Fir No. 3 c. Studs Doug Fir or Hem Fir 'Studs" d. Sills, sleepers, plotes k nailing, blocks embedded in concrete Pressure treated Doug Pic e. Posta Doug Fir No. 1 f. Decking - not exposed Doup FSr or Hem Fir No. 3 k Better 2. All Joist or beams t'raming into (not bearing on) beams, headers, or girders shall be supported with "U" type "Simpson" or eoual Joint or beam hangers. All post beam and post footing connections to ne made with Simpson post cap and poet base. 3. Block solid Letweer.,Joist and rafters at bearing, walla. rrossbrtdge at 8-0" max. o.c. u. All plywood to be standard grade with exterior p.lue. Minimum plywood nailing 8d com. at 6" o.c. at edge and 12" o.c. Intermediate bearings. Install roof and floor sheathing with face grain perpendicular to supporta. 3:agper Joints. Plywood I.D. index for floors and roof - 32/16. MASONRY 1. Al. concrete masonry units to be ASTM C -y0-70, grade N-1 lightweight expanded shale unite. Linear shrinkage leas than -035. M.C. lose than 304 total absorbency. 2. Mortar type 5, ASTM C270-68. 3. Minimum grout strength ?000 pal at 28 days. STRUCTURAL STEEL 1. All miscellaneous steel to be A-36, fabricated in accordance with AISC. P. All holes to he A-307. 3. All welding to be with BUOXX or F70XX electrodes in accordance with AWS. NOTE; IF THIS MICROFILMED DRAWING IS LESS CLEAR T11AN THIS NOTICE. IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. ASI=rA.,' PAVING • 11 TKEAAPe, -4-10.5" = 4' 4' SEE :ITE _A�VJT rOR v4L.Pe. S - F1 1.514 cir'rQPE C- VA W F--,6*1 Q0, e,; P& ALL LII -4E 001Z ;.I I- F VJA L L ■ 9) 4M ra r ` tacit. FTV. T'fr" "P%L- g� , Z IUj •� M ° s C 11ON a4 N -2 8 3� r- WDOp NAiAND�L W A� ° •, _ METAL SCREED `Y 011/21 CON C. o►l ICd FELT ,•� � I\'UE�IZi2EC' ►v1EM�,RAuE � T /211 X11 I �nI I II I� '�• '_ I ' x % cl•IANNEL-- / , I x II,1 rIA►JDRAIL. ji i I x IXC C �T. CAL'J VrEQS I Tyr r I �1 2„ 12„ x4, -o4 I /141Ist. rk.col.1N vic . n� l - W �SE� r c C. TREAD f _ 11113 r, to"tYP. In 0 .1� 4x I 13 6E AM c- ?mJD n Z ' l 1.r1 IO42 1�2 FCAHE IN'O WALL 12" O I --N - . - • y - 1/211X11/11 [ CV r'r> ' '''R' , , c -f, SIMP5oN cr-44. � - T7II Z .109� U -� - 0 w IL I W A (3113 WELD Pb5T5 70 SIDES OF Tl!�^c 4 5TA12 STKIW&Ew-, I �-� , 21/2 x ��'�T. 4AR 7i�EADfir 4"6oNC. !�L.AL 01J COMPACTED GZA�/EL. TO CIr'M SOI - •'1 Fl- Az =/2 i1 (o" ''A KAtwoOIS-. o Ix } Z - W m LL • ii 1:1 o II _ • J W 'I1 I 0. U • 2 4 co �1 • e"�r� = o ei I N o K- 14 `O !/- i a 4 I i '1rT 8 12 o +�� I W �0 aI • j N U Z 01I -T _ 0 W Q x�&04 �.Owft T n M e i III 111 111 III III III III I I III III III I I III III III III III III III I I III III III III 111 III 111 I 1111 III 111 I I I�I 111 III III ILI III III I I 1IIi�L�li�i�i41_i►i� ibis il�.� i�i� 9 S L 8Z LZ Z 4Z Z Z Z I iZ L 8i i LT T: t B(i 1 i Il i R 8 L e �^ IIII IIIIIIIII IIII�illl IIII�IIII Ilil�llll IIIIIIIII IIII�IIII IIII�IIII IIII�IIII IIIIIIIII Illllllil IIII�IiII IIII�IIIL�.''I II IIIIIIIII IIII i 11111111 , IIIIIIIIII�IIII II I I � T,II IIII �uI IIIIIIIIIIIII�IIVIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII MAY 17 )1990 rI a. _ ....._y. i ------------- .41. 4*: 44 3 �TA1 {Z CONS'"'CTIoq DETAIL 1 8 wpmFHORAVVEING GATE NE'T NO. ■1 ....._ r . r r� 3. a _. ,itroaets and stom x6wers shall be construct*d as per the City of Tigard. ftfocificait'ions anti a:.I agli.cabIt s ..ctions of the "Standard Specification for rffc Wetka ConatruttiM ii of the Oregon Chapter of the American Public Works. Assmiat:len, 1,970 edition. 2-. This Co rarector shall do &11 the work shown on the drawings and all incidental work considered neM eveary to conplatethe project in an acceptaai;le mant ner. 3. 11,e contractor and/or sub-r�on.tractors shall have a minimum of one (1) set of approved coustiruction plans or, the job site at all times during the construction phases. �. Streets: L. All tr9es, brush and debris Within limits of the right -of- wav except as noted on the plans shall ire removed and dirpobed of by the contraactor. * r. All atmw of constrmt4an shall be stripped. Stripping shall. ca:.sist: of reiwving the tspi'seil humus.- St"tipped matreri.al shall be disposed of on than site in are•aas designated by the engi neeox. 4DWNER DEVEL(DPER 3,. Embankments shall be cenw.xaxted fVom excavated material afac taab3.e to the "i.n.e*r and 9l~4U be "ht to n4e in lifts rot to succeed 8" in loose " w meaA sure , lbeh t sW1 be c, ted to 95 percent of maximum density as a bi ttA not by AA SUO T-1-90 dompac t ioA test. 4. te*4 base, &*Phaeltic cr waste pavamnt, cut', and sidewalk cAmstrueti on shall a shv4m on the di tail sheet and as agutliued in the above mentioned spa ci.ff.- e. om 100 5. SiAomllks and driveways a.re not a part of this contract. Cr Storm Sewie v : • 1. Stem T 11 bye of she asixe, and material as voted on the plans. C irW", be tor4gne and grvowe c&nctete pipe and s'ha 11 cortform to Asima a~c 14*10' for QXtara strongth eoiwrate pipe. Correg&tpd metal to 6M ref mats of AASHO M-36 and AASH© N-140. Catch bamrsine tr Il of the tppa tha v a on the detail sheet. a� Inas i of �I '�11tt� tha, tGtaxes enrrla�c syaetasa► �m►11 be done according to actartc�aard I , prae�ess. All brie 0.11 in pt;hlic right -of ways sh 11 be 2"-0 compacted crushed rock or other materiel aaecaptabl.a to the City of Tigard. 8. Smitary Sewer Nataes: 1. .All. construction shall be in cKmformanc.e wi`.h USA specifications. a r - - S.ewatir elfrka� and co�nettructr~ips► �r�.tlaira street right Of wRy,T shall be in can- 1 formance irlth, the City of "Tigaird specifications. 3. For those now si bdivisi.00nre haves fifty -foot: rights -of -wady or less together with a t#4, T' t, the side sewer ihall extend through the utility easement and on* figel pip* bead the oatomomt right -Of -way. 4. �'� �xteVa idft 'rirsys shall ben limited to a maxtr d.Illil of twelve inches (1 � ") iri toG heei,ght. A I t2u I r. N r.. 5. In additiam to the tee, a minimum of t:or (2) lengths of pipe shall be Installed at the M&i,tl. I l c) Ky I �1 �' ti" P P< --,T L 0 P, E G,_1 C -D 11 l i I .,.� .r _ *.�►,, • '.� ." w.. _• Ire ...�... ..�...,.......�,yyf.. .,!.,`r..w��es��.w�raa*-y...ak.......:..n,.R.hk1.M440•r.,,pR.tl.'�+n..�d1.�^.10T, 1IRM - L1 1i1 -I I!� I il��l�� I4I -I--� I5 1 16 I �7 I I� I ► 1 I ii I 1 NOTE: IF THIS MICROFILMED 101 DRAWING IS LESS CLEAR THAN -- THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINALDRAW I iiiiuiiliiiiiiiili�iiiiiiliii�iiiiliiiiiiiiliiiiiiiil�iiiiiiiliiiiiiiiliiiiiiiiliiiiiiiiliiiii�iiliiiiiiiiliii�,, �r��������I��������I��������i�►��u��l������»I��������I������►�I��������f���►����I���i�►iili�iiiiiili��iliii►liiiiiii ► ���►�►�� AYM 17 )1990 1 0#11 CAN F,;M R"( Lod p A AVE. A, + �� ,�, U' .41 ryJ MA5�N 1 PA G r� ""r , p g NY P � � G N G. � � � 8y' 40 Oma" E �� :�' i s MO& —..r-.1--- '2 3 UvY y 1 2 )o,-4IyVERTEp 44YPON C.E3 _117�f \ ��V1 t c,r .wc IIMo .. r _i�w�w.wr 1 jo 66. IN c � � \ ted'-� ! � � � --,--''�� . � �•..r• UNAIL r-+ mak DI�TU91w, tj _ _�orA Piiz`..ail Imo! E i P�R PA c�'E GT1�' H \ �\ 0�,0 � � ► _Jt�� o \` \.. \NN.\ �• PBS, ��d ti I IL — `-•e-"''' i'r-�-e-' •r•\\�\ � +.-- •.—V.1� �.. ..-•....�' .r te _ _50L) �fiF+©, L,!1!J • ` �\ \ ` \ \ \ ` `� \` `\• \ N'. ) 16 I PITC N � r---fx1!$T1Ncs I I, h- � ILPHA ENGINEERING INC. 1710 1W. 1KrLIN! BLVD. PORTLAND, ORBOON 97221 Pb ( 109 ) 291-{ 9774 011109119 6. G%. (y - DAT! DRAWN G o P- 1CALS A", -_!-IGWr-4 CHICK -j' 140 i -1- 4c►'� APPrOVV 9 ' 'I1�11i�Ili�ili�1 i�lli�i�1�II1Il i�lll�ill�lll� i�lll�lll�lll� NOTE: IF THIS MICROFILMED l �+5 �I�I 1_1iI_ 11lI111_�_111 [I1illlili18�i i1lli1ili1_i.li1l 1�1 i�lll�l�l�lII1�1II�II1�1�1 I DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL • � ����I ��� ����I�III IIIIIIIII IIIIIIIII IIIIIIII � IIIIIIIII IIIIIIII I IIIIiII IIIIIIIII il illllll VIII►i�i-�iTii--^ --liil � iI-£ l ��il-i- liiiIiTlBiii-liiiiJ�iliiiI l9iiiliii-i-ll�1ii8i�lBDRAWING• £ Z Z Z G 11 alli iiliiil 1111111 iiiiiiii ISI 11 iL iii► ti Z l MA"Y 17 11990 PROJECT r.1;�HuJ 'T 1o'c� i L- 2" T YPE 'C.' A.G IC, Pgbis 7 _�E�T1oN / HA IVE bAC WFILL, ' a �, �•+ ro"FERFCRATEP PIPE ' g, � fid'-�'•' C:RUSNEG_.H`�K % d" r _RAIN,AGE� DIGH .5GSHaf1._ 5L'.ALE 1'- I`1 2� F !N P AC, PAL' E r1 1�r1 T � � O a" N O -T E, C ON.,Te"c FU Ll. w1 DTT NO GGALP, no OAT! Rlv1110N {1r SHEET Off H ' f• W4 1000 ••-CitARP"INT I 1A 4Y 40W6T9UGT i'Tgt!ST 5AR 8 14%0 415, -M 40 t 0 `� 2 s ay' r- --- IL toy FL. 4, !ter A , I I 1 a) 1 I N t"- U 1 pc"f y a• >CK^ El stcN. t3. i ZZy�_ ___ _ ___----_-_--- ' __-_- __ _ _______----.__ __-. �_._____-- Fat►S AZO a rI 6 444 Ali ZL l i i N ------ I AjN\ , d AOO i �,►11 � Q L$ V � }7N� Irp ri I i I I I Q } GHQ I i �r� _ � � sy+C�q •� � 1'DG -- - - -- _ __- - - ---- - _ --- -- - ----------- %j --------- — — I � i ` I IL.PMA IIIMfi1MMAAiNG 1MC. A4 � DE"'"Eo ,-ti"��.-_. IfATt tom. �:7 , 10110a� P A OJ N C�' DRAWN C SCALE Aap+dn. 1750 SW. SKYLINE BLVD. f `- � �Tt;Z PORTLAND, ORISON 97221 CHICK i _•v. rRIbJEtY NO"!��• I Pb ( 803 ) 292— 9774 AS'►ROVID i ! l�li�,�l l�lll�l lllllll lull l lllllll lull�jl lllllll l�lll�l lilil�l bill l lllllll lilll l lllllll !!!�I l lllllll bili l���ll!!! !I!i!i! ll�illllli! l ! l�lllll l�l�l�I l�lll�l Ill l l WOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN L THIS NOTICE• IT I5 DUE TO _ _ THE QUALITY OF THF ORIGINAL �£ tr ERZ LZ Z QZ Z Z L 1� E �t T I LT i i [ i i 1 i i 8 1I L 11 9 ► £ L 1 TOO DRAWI�JG. lillllllilll!llll!l!l� 17 1990 AY �I MAY' T iIZ �.� ;L7 DATE REVISION by SHRIBS T E: E7 - n 1 GSM lop _j I 0 / X' I" -a_ ' `i♦Glri44 DAT! ,Y _y� , ` Dlf14NtE1 ALPHA ENti1101tSA1NC INC. ---- -- -- - 1 TSO !w. SKYLINE BLVD. J` CNt6K PROJECT NO 'T'i - dc; PORTLAND, ORl40N •'7221 Pb ( 203 1 223— 9774 APPROVED j .i�� �111iI� �i��� �i� �i� �i� �i� �i► �i� ��� .i, �i� ������� �i� �i� �i� ��� �����i� �i�l�i� �i�l� ���I�i� �i� �� l���l���i�L� �i�l�i� �i�i�i� �i�l�i�ii 1 I I��; I� �2�� �3 ��il����� 8 J 10 11 I 1� NOTE: IF THIS MICROFILMED . I DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL£ Z 9Z LZ Z 4Z Z Z Z ZZ Z v61 [ Li i i [ I [ ii i 8 ,4J i L �g r I ► £ Z I t,. u DRAWING. ilii iiiiliiii iiiiliiii iiiiliiii iiiiliiii iiiiliiii ii►iliiii iiiil� ii iiiiliiii iiiiiiiiliiiiiiliiiiiiiil��ll i���l����iii►liiii IIIIIIIIi Ilfl�llll IIiIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII �IIIIIIIIIIIIIIIII Illllllii IIIICIII 7 MAY 1 1990 pItOlia r im n � T{ Aj 7 i �i 1 . � C�� �M SDR►'�n.tZ A INSTA L.Lr--C 'E'S`� G�F4lsCQs No DATE REVISION RY MEET OF 11 M r=' � 3 • .p M / X' I" -a_ ' `i♦Glri44 DAT! ,Y _y� , ` Dlf14NtE1 ALPHA ENti1101tSA1NC INC. ---- -- -- - 1 TSO !w. SKYLINE BLVD. J` CNt6K PROJECT NO 'T'i - dc; PORTLAND, ORl40N •'7221 Pb ( 203 1 223— 9774 APPROVED j .i�� �111iI� �i��� �i� �i� �i� �i� �i► �i� ��� .i, �i� ������� �i� �i� �i� ��� �����i� �i�l�i� �i�l� ���I�i� �i� �� l���l���i�L� �i�l�i� �i�i�i� �i�l�i�ii 1 I I��; I� �2�� �3 ��il����� 8 J 10 11 I 1� NOTE: IF THIS MICROFILMED . I DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL£ Z 9Z LZ Z 4Z Z Z Z ZZ Z v61 [ Li i i [ I [ ii i 8 ,4J i L �g r I ► £ Z I t,. u DRAWING. ilii iiiiliiii iiiiliiii iiiiliiii iiiiliiii iiiiliiii ii►iliiii iiiil� ii iiiiliiii iiiiiiiiliiiiiiliiiiiiiil��ll i���l����iii►liiii IIIIIIIIi Ilfl�llll IIiIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII �IIIIIIIIIIIIIIIII Illllllii IIIICIII 7 MAY 1 1990 pItOlia r im n � T{ Aj 7 i �i 1 . � C�� �M SDR►'�n.tZ A INSTA L.Lr--C 'E'S`� G�F4lsCQs No DATE REVISION RY MEET OF 11 t 4 i did L �I q- �} rl� 0 ►-- l N� M � i V u H . j I I 1 I I 11 I I I I v ail I M== 14. Gd,— <��4N TON Z E� [-� L� ! • _ .moo Noa +a�c�N-��'� .,•'SIS-'�'�G�i�- 1%411wrni * ca Z * `fir_____.____.- � �G 4 40C �/ I .r _- \ • Lam_ •y' r r7, ~ i y.I- ✓ �� i1. F,' ,./eZXT Ga. .51 ov- Gv + GC> i -rr USp A16 -424�1 .424� 4S, ,.. 1 i I , I 11 .-_ Ili - '!' ` 4 v r � f . 4A { i GaG I +: Ao 2.+•C?G' ALMA :Nciol�IEERIN�# IncaARi'oNio DATE _,jHt , -- PROJECT DRAWN S C A L I �..... _Y l ', >I7so SW. SKYLINE BLVD. L -,I -s` �� . �v' t- ''����. ►ORtIANe, ORi00N •1•a�l CNiCR Jw.�. PROJECT N� 11 ac �� - ' Ph 1 603 1 2.2– 911P#4 ADI►wOri0 '1 1r� I III III III III III II�1111 I I III III IIf I I III III III III III III III I I III fIf III I I �1II��I�� IIl�II�4��I�IIIAIII II -II IIIrII IIII IIII II� I�I_IIll_ IIII IlAIl _I -III I_III�bIII lIIf iII_I�II�II III �fIf II�NOTE: IF THIS MICROFILMED � ....___. DRAWING IS LESS CLEAR THAN L- TH I S NOTICE. IT IS DUE TO THE QUALITY OF THE ORIGINAL 0£ Z 8Z LZ Z a',Z Z 6�Z �L IZ %, 8T l LT �j i l W j t Ii i^ 8 B L 8 Q ► $ a T� �•� DRAWING. IIII IIIIIIIII IIIIIIIII IIIIIIIII IIII II I � I I IIIIIII I �I iui Ir lili II I IIII IIIIIIIIIIIIII I II IIIIIIIIIIIIII I IIIIIIIII IIIIIIIII IIIIIIIII, II III IIIIIIIIIIIIIIIIII IIII I III I I I i IIIIIII IIII IIIIIII Irllll I I I I II IIII IIIIIIIIIIIIII IIIIIIIII IIII I ll VIII II IIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII III . MAY 17 ` 1990 =now" w. 14 1 _7� ("! N i + 00 OATt of VISION it I- ToF I 9TANr_)ARV MANI-ioL E - --. F'KA,ME_ 0 COOL& *, S:7- ►`d AACIAI►'7"A�l he ."A 414e 3U RFAC E Smc>oTw rup tiL c7Roovcv I mle r PA Pr LLAT 44&I" COA G VlJ C . 4% I Nit CA►Tti`L~ (ZROUT FIN14, BRAC>F. J14" C�NcRr=-tE �x-r+`N�IQtii KI�1�3 INS'7�.i.L I.�, �EGZLII�L '-�� t"i� ►.�C~, A0►NL�41 F C1�V6iK 4 Fir,AhSE "T11) E"CENTPUC, MAi.INi�Lk •t rl!P \ ")R =QAL 4W ___... ..._. 3TC MAN"OLL INIX31vK - L.C7lr mc'! ev ?\)�T _ A STANDARD MANHOLE SECTION WT rc* 4 or- M14, A sow : i N I iT_5 j OU T LA-'-T`S A5 I'NEAL U I P. ED STANDARD MANHOLE PLAN F c -l"' of ll aAAC 1*49K AMY.. 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I:/ I J I I� I N CLQ Imo-• ll� N Q C D j ..•- - NOTE: IF THIS MICROFILMED III{Illlll;illlIIIIIIIIIIIIII�I IIIIIIIIIIIII IIIIIIIIIIIII AI IIIIIIIIIIII51 6I�I IIIIIIIIIIIII�IfIIIIIII V III h IIIIIIIIIIIII LI•IIIIIIIII I(,II �IIIIIIII� I IIIIIIIIIII1 1 IIIIIIIIIII1 I � ••`~ DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO DRAW ITHE Q QUALITY OF THE ORIGINAL E Z tllZ G Z Z YIZ Z ��Z Z I Z �Izli L0I 8 1� L 9 IQ f E IIIIIIII IIIIII IIIII111111 IIIIIII IIIIIIIII (IIIIIII (III IIVIII ►I III III IIIIII IIIIIII11111111 (III I II III I�I VIII I I IIIIII 1(IIIIIIIII �Illjll , MAY 17 .)1990 r 4In m Q1® rd (u (L 00 W m �u inQ� Is o 42 Q '4- kL CL r■ YI Z oCL� u Y/ w �H W �N °moo IL O4W �13 z zz �4 �.. 2 m(L a o 4 Ix w m LLw ■ Y I 20 U 0 JU tA�o Z .� 4� �N Z > ul �2 0wa va p `I 1 0 4A O L u, � Q .I Z IL 12 -I ),� u •Q 4In m Q1® rd (u (L 00 W m �u inQ� Is o 42 Q '4- kL CL r■ YI Z oCL� u Y/ w �H W �N °moo IL O4W �13 z zz �4 �.. 2 m(L a o 4 Ix w m LLw ■ Y I 20 U 0 JU tA�o Z .� 4� �N Z > ul �2 0wa va p `I 1 0 4A O L u, � Q .I Z 12 -I o •Q J n\ 1 �n 1 1 a DRAWING DATE SHEET No. 7a I 1 0 O L 0 � Q Z <L lL S_ •Q J n\ DRAWING DATE SHEET No. 7a I O L 0 � Z lL - •Q J 1 a t� DRAWING DATE SHEET No. 7a I I OFNFAAL NOTl9 0?NFRAL } 1. These notes are general in nature and are intended to set minimum standards for construction. The drawings shall govern over the general notes to the extent shown. 2. The Contractor shall verify all dimensions and conditions on different drewings ohd in the field and notify the design agency of any discrepancies before prooeeding. 3• Inspection and/or Job supervision is not provided by this design agency unless speci- fically provided by other contract. 4. Contractor to p.-ovlde all necessary temporary support for wells an4 floors prior to completion of vertical and lateral load systems. CODFS AND STANDARDS 1. All work shall be in strict compliance with the following codes (latest edition): a. State and local codes (verify witn local building officlel)t b. Uniform Building Code. c. ACT, AISC, and NDS. FOUNDATIONS (resign soil pressure 2000 par) 1. All footings to bear on firm, undisturbed soil minimum V-0" below original and 1'-6" below final grade. Notify design agency before proceeding if any unusual conditions are encountered in the footing excavations. 2. Do not excavate closer than a 2:1 slope below footings. 3. Clean all footing excavations of loose material by hand. CONCEFTF 1. Minimum concrete compressive strength to be 2500 psi at 28 days. Minimum cement content to be 5 sacks per yard. Maximum slump 4". 2. Place and cure all ecncrete per ACI codes and standards. 3. Provide keyed control joints in all slabs on grade at 25' o.c. each way maximum. Provide heavy (3/4') tooled Joints at 5'-0" o.c. and I/P" premolded expansion Joint$ at 30' O.C. In all exterior walks enc` slabs. RFINFORCINO STFFL 1. All reinforcing steel to be A-615 grade 40. Welded wire mesh to be A-185. 2. Place all reinforcing per ACI codes and standards. 3. Lap all continuous bare 30 diameters minimum. WOOD 1. All lumber species and grades to be as follows: a. Joists, beams and stringers Douglas Fir No. 2 6" nom. beams and stringers Douglas Fir No. 1 b. Sucks, blocking, bridging and miscellaneous Doug Fir or Hem Fir No. 3 c. Studs Doug Fir or Hem Fir "Studs" d. Sills, sleepers, plates & nailing blocks embedded in concrete Pressure treated Doug Fir e. Posta Doug Fir No. 1 f. Decking - not exposed Doug Fir or Hem Fir No. 3 & Better P. All Joist or beans framing into not bearing on) beams, headers, or girders shall be supported with "U" type "Simpson' or enual Joist or beam hangers. All poet beam and post footing connections to be made with Simpson poet cap and post base. 3. Block solid between Joist and rafters at bearing wells. Crosebridge at 8'-0" max. o.c. 4. All plywood to be standard grade with exterior glue. Minimum plywood nailing 8d com. at 6' o.c. at edge and 12" o.c. intermediate bearings. Install roof and floor sheathing with face grain perpendicular to supports. Stagger joints. Plywood I.D. index for floors and roof - 32,/16. MASONRY 1. All concrete masonry units to be ASTM C-90-70, grade N-1 lightweight expanded shale units. Linear shrinkage less then.035. M.C. less then 30% total absorbancy. 2. Mortar type S, ASTM C270-08. 3• Minimum grout strength 2000 pal at 28 days: STRUCTURAL STFFL 1. All miscellaneous steel to be A-36, fabricated in ace3rdance with RISC. 2. All bol La to he A-307. 3. All welding to be with F60XX or F70XX electrode In accordance with AWS. 143695. Tell,. ' 'III{III IIIIIII IIIIIII IIIIIII IIIIIII VIII I IIIIIII IIIIIII I��IIII IIIIII IIIIIII IIIIIII IIIIIII IIIIIIIII VIII I IIIII�IIIIII�III II,�I11141I111III illl!Il IIIIIIIIIIIIIII V IIIiI1( � . NOTE . IF THIS MICROFILMED I I ^ I_ 4� I ��� g ( 7r I I DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE -U DRAW IN.THE QUALF -1, ITY OF THE URIGiNAII,I tn1711111111111, 111ILI ZIllllllil ZIlilllllSl ZIlillllll(Z(I^IIIII>EI Z((IIIIIII (Z(IIIIIIII Z((IIIIIII Z((IIIII8II 1IIIIIIII1f�IIIGrIIItIIIIIIII iI i IIIIIII II IIIIIII,lallll ASPHALT F,6,0 - 406odc— WALK 4' -Z:51 it SEE '�IiE F�=-A� _AYr�'JT F�R�JA�►c5 - Fl�lr�la �l(z1�PE ��. VA RJ F- (j EA. �LP6i rwooD N,aND2A►L a I %2" is%��►"iANN�L.--" �� I,, � PoS'�• - _ 2%2" I' � �T r° --T 4'•0; o.c. . 'i 1 1j0 . . ETAII2 SECTION 2'Xj"X IVZ" FAWDRAIL. �2 x 1 tI 12 C I�.LI 1#7 Sj'. eALJ5TER5 I !o" TYP. Z 236Ib WALL. L.lpla! R Ile . r LD6 wALl LINE �� Fl.00(t LICE .b"Cr,-06, WALL METAL SCREED V, 12 GONG• vrl ►5� FELT tt KU5MRI2ED MEK5RA� f �g'PL�(w00D _�, i X81„fir i/ (2,C (,,A S.2 ''HELD fbSTS Ta SIDES aF T►Z�AP,f STAIR ST�ir)CfE�,. X21V,2 9I/13 =T. 5 A 7READ �urPONT 4"GONG. 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