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W I a � 5XH 0 Tlak1.1 2C)OF TO z n O r G�o�ENELK. 'yENTrr 1 i k 24 x 8 UtiInERXH �oOD 4 i I ( II LQ IF _ n f A �------_ to W � { 18" -4- GD-I C.7 is Z W ' 20x10 IS xG UNDEQ 6 �.. Q Z Go �O '� I t.-� - - �.t >=.___ Z I 1 f ` ' .� I 1 � ► ROofr N ° 14 x 1�. D — It---- a J- EF a n GD-I 12x12- to i I►� �I J 3 `f AJ E I Z N VA �i a ���r • •/�1 I r- I�OI I y .. (((VVV f COTER I LE DIS" i P iv v Rev-*.se existing combination supply and return diffuser. Ceiling Diffuser (CD-1) : Perforated face to fit 24" x 24" AC : AIR CONDITIONING UNIT : Lennox CHA9-311, 1000 CFM at Remove existing supply grilles and raise plenum above T-bar with white finish and adjustable . 50 E.S .P. , 3 . 5 KW electric heat . Cooling capacity : new ceiling line . Install existing return air grille pattern control . 30, 000 BTUH ARI rating, 23 . 1 amps , 208V, 10 . in new ceiling. , IEF: EXHAUST FAN: Pace 350R, with KC-1 speed control . Install 8" x 4" weatherproof OSA intake with volume i damper and bird screen. Install filter in mixed air EXHAUST HOOD: Nutone Model V-28 , 42" long. Color selected duct. 300 FPM maximum face velocity . Ceiling Exhaust Grille (EG) : Perforated face to match CD-1. by Architect. �3 Coordinate exact location of ceiling diffuser with ceiling tile pattern and light fixtures prior to rough- wlvlsIONs j in. t ® Verify mounting height with Architect. DRAWN DY `- CHECKED BY J04 NO. -77 DATE I I SHENT TITLE ♦harp j � ��4Q`�S c ' ,I'�1 - _ O PL . d' `y..-"._>.. . —��...,...�,'��'.:-.�a�.�..-.:.,+.rw�i�.w aw'..�•-.."�.�+i+w+il�w���••x,-sa. _�...,:....,,•..o......-....• . - . :,. 1 111 111 111 III III ISI IIl 111 111 111 IIIYII' 111 111 III II' #>l1111� 111 111 �--. ... 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MOVE WORK BENC1uS. s Y • J I ' O =LOCATE EXISTING PLUC.40LD FP40M WAIL BEING M40VED { a INSTALL ON FLOUR TYPE (AffLETSi SQ-D - #G6 a N C1 j Q IHSTMA, aN FLOM TYPI OUTLETS: SQ-D - M(:2-BS WITH DMMLI; LAWL EX RBCXPT. 1j 1 i� IMALL SWITCH AND PILOT LICOII' FUR 1/251M LXH.FAVI ON F1W CDNWCT FAH TO SW. OTALL FOUR 1.1? - 20A CItiMITS F11DM LOCAL. "714E.LS. 6 6'M 3/4 TTL. OUT AT CEILIMi } - ; A I O9 CONNECT 2UUV - 10 HVAC UNIT CIM 111". 23AWS. =LING AMD 3.5XW ELECT. HTG. l a I 1 ( TAKE 6# - 8 ''l7YiM" TO NEW 2P - 30A. AAM. AT ZXI;TIII: PANFJ-% ON 14ORTIJ I 1 ( VAL.C. of H". I kAIN SEWI(Y. EQUIPH"- T, BRANCh CIRCUIT PANELS AND SUBDIST. LOCATION ON 1 I a , I NORZ1i r1ALL CQ' BLDG, TAKE 4 - 2UA. C114CUITS FROM IA14L JCHS IN 20FJV - 31 PHLS. AT MAU SERVICE COYUMICT (WTL LTS TO ALT1CMATE CI fat'.-.1I TS, TYVICJU. i n=F'Y MC)UNTINI,: HL14 1T AND XAACT LOCATION OF ALL OJTLLTS WITU Aft-im s" ' ' 1. '� 1 WrOW INSTAIAJb@G NIX"" TIIfKL%ii )''DOOR FOR MspuOHE. T"IGL 0 U'L+OOR OU7Ii3'S. WIRING. ON CTIIJUG RRL= RTO U Lit MY XWTAI"D TO FOL LAN STILIXTUM { I1 _ � I , � , ('10 I � 1flYlilP►1>01. - Ll li I 141V1610N0 +r � t I - ORAWN BY CHUCK20 By ,moi �_, ,� • ` ...1 , � 3 .. •- _.._ - =� _�� -- JOE No. ! ' ( I , , i i - - .�.__ -•-- ----- . _._M.�.....� DAT■ , i(tr,7 COP ��- LL e e IF T T L d NORTH Fl R �-)-T Ft OLD R 0\vv' e tZ sI N,1 As L. RL. ASN w' , . 01* ,_,,,�� k.. wr•Naw• � .1►» �•, �i�l�rrT. .., -._. \ � .• .• �r-••ham.. Y A.. !111 II► 111 III Iflllll Ifl IfI IfI I;i Ifl IfI 1111111 III 1111111 III ill IIII I{I 111 III 111 If) 111 III f>)) 111 111 III III IfI III III II! III III ifl iI 1f1 III 1fl III 111 1111111 111 J I ( ( I I � � I I I � ( � I ( I � 1 � I I I I I I I --' _ I t 3 4 5 6 7 f9 9 iia 1 f 12 ! NOTE. I F THIS M ICFdOF LMED ► --- - _._�_.. _--_-__,_,_ • DRAWING IS LESS CLEAR 'HAN THIS NOTICE, IT IS DUB ,n THE QUALITY OF 'HE ORIGINAL !I DRAWING. -- -- --- - -- r. OE Fit 82 LZ 92 SZ 02 E2 22 12 02 61 BI LI 91 SI bl EI 21 II 01 6 9 Lt 9 IS- b E 2 13101*' �Iu�uulln1�ulllunlnnlnu�uulnnl1n11nnl1u111111IluIInull.�llu1111LlIlIulltlllH111UULlI11I111{III!iI1lI�IIIIII111111UIIIIItINt1IIIII�1Itollllllinlllllllllllllll111111IIIIIIHIIIIUt)I�UII111!�"'�Wll111111lllJllll�;lllull111111II1lllilUllllllUUl!IIIIIIIIIIWIIIt� JUNE 6 M � 1990 _ .._.....- _-__-..,,,,o ..�.�..+...�—�.......•-- ..�,.+.,iw,.r,. _ -..,_,_,►_-„ �,... - - -. -- t .,,, _ �, 6:;Y yyH,-,aa.+,. .._...__- •.4L_ ,• ...-rr... -...rFiyrt�.iTf r" �► _._. _. r. RECFIlrr-•'% TRANSMITTAL NOTICE Nov I -• .Ili CITY OF TIGARD Sivers - Nelson , Inc . 5000 S . E . 25TH AVENUE PORTLAND, OREGON 97202 PHONE 232 - 4157 TO : City of Tigard Building Department City Hall Tigard , Oregon DATE November 9 , 1973 JOB NAME Byers Photo._ Equipment JOB ADDRESS Tigard , Oregon TRANSMITTED HEREWTi-H : NO . OF DETAIL COPIES TIT !- E DWG NO . SHEET NO . 2 each Byers Photo Equipment F,evised Drawing 19 THE ABOVE ITEMS ARE ( ) FOR YOUR APPROVAL OR CORRECTION C ) RESUBMITTED FOR APPROVAL ( ) APPROVED AS NOTED ( Xy) FOR YOUR RECORD REMARKS SIVERS- NELSON , INC . BY— Ralph R . Nelson RRN : jd cc : Field Encl . • i �i _. _ ...fir'-... - ... .,,- - may,y.. . .. �_ - .....z. ::r--+iur�.' :_ .., ... ...,-.:,......�....-......ter. NOTE : IF THIS MICROFILMEDL_ 2 3 _ _— 2 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL I Z FZ LZ 8Z 4Z Z Z Z IZ Z 6T Si Li i I T .I ET I II T 8 B L 8 DRAWING. IIII IIIIIIIII L'lllllll IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIII IIII IIIIIIIII IIIIIIIII IIIIIIIII1I;II III!IIIIL; .!VIII IIII Illi IIIIIIIIIIHI11U���� 1�11�II�I illlull IIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIII,IIIII��II IIIIIIIII IIIIIIIII IIIIIIIi� IIIIIIIII r , JUNE 1 � X1990 16 X L) 1Zr .vr.� � - x r x NONE- r r a. III III III III III III ISI III III III ISI III IIS III III III iI ! ISI III I � I � I � l � lll { Ili i i iIi ill ili ili ili � � li ili i ilr _ . .. .....,. ,� _. �-_l i i � i � i � � I � 1 12NOTE : IF THIS MICROFILMED G `) ; i 'ii �� � � i 1 VL , i111 ilil DRAWING IS LESS CLEAR THAN _ - � - `- - - ------ - --- - - �----_ _ THiS NOTICE , IT IS DUE TOTHE QUALITY OF THE ORIGINAL 09 DRAWING. JUN 1 ) 1990 �� �'�i � � � ��ii � II III IIII.IIII Ili�.iill IIII ill IIII`IIII !I!I IIIi IIII ILII Illi IIII y r IIIII!!! {IIlllilllllll{illll {Illlllil{I{ Iiillill {IIIii{Ililllllllillflllllilllllllllllillllllillllll�� .��,iIiI�ilillll�l! lllllllllll� lll il111I111111111lllilllilllll i�IIIII( Illllll I Y , '-... I�r.w.r !r+_ lI -... 'µ. � _ �' ...:..... r � ; .�..r- �� .:. 4... EMIL �uwn• Date By A . General Job Information I J o b T i t: I.e v 2 . Address 1571 , 40 -ONMM50� Street City County State 3 . Code Confqmity (yes or no , explain) 7" 4 , Appeal Required_ ja�2 B . Governing Authorities 1 . Building Permit Dept . -,�� 2 . Fire Protection Agency 3 . Persons Contacted w Name Title Tel . /Ext . Date 70d w /sem. C . Governing Codas 1 . Build --; ng Coded _ � G• Edition 2 . Others ( list ) AV Lj NOW..r.. -'✓w.. . l.k'M�M - iF- :'i'_.�..... .tS:t,. I Imo-',4•-.+.. .. � � "'W'M1..r, or /► Jill 111Ii1i III 111 11111 NOTE : IF THIS MICROFILMED 1 2 3 4 5 I 7 _ 9i _ 10 DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL ORDRAWIN1lS T " I'111111 T ICY � T - 6 -- � Ilii illi IIII IIII illi IIII Till IIII Ilii (III IIII IIII III ILII IIII IIII IIII IIII Ilii IIII Till illi IIII IIII IIII�. :���lll IIIIIIIII I ,��IIII IIII IIN IJil loll IC11 IIII IIII Iill IIII 111 01 IIII Iill Illi ii(i 1,11111111 IIII IIII Illi IIII IIII Iill illi IIII II11 Ilii IIII Illi 1I1! III. l Ilk! , JUN 1 . ) 1990 ...- ..,. _ ...,..�� _ � __ •w,.w.� . "_ nw.�.�w.r .�+. F I - .. .. a. _•._.. -« �A�'.... . ��.... w « ..—��.__. .,.vwwrvr........,- _I_._.� y R e l•L li . Existing structure �,o04IC4&e 1 , Fire Zone 2 . Occupancy ( if more than one , list ) 3 . Type of Construction ( if more than one , list ) 1 4 . Fully Sprinkler.ed not: , describe ) 5 . Floor Areas -sq . f t Proposed Structure 1 • Fire Lone 2 . Occupancy ( if more than one , list (i.•'cr "D " "H" & " T" occupancies , there may be special requirements such as window size , window opening size , minimum room size and minimum ceiling heights called for . List any special requirements ) T :s . Type of Construction ( � f more than one , list ) w • � - .: pM..._- _ -. ,. ;,rrza�- • � '" IR",EJ,p?r" t •, .;� ,wrIA1Y •fill..'" :a 1-1114 NOTE , rF THIS MICRCFILMED 7 - 10 11 1 DRAW IK, IS LESS CLEAR THAN '� — ---- - --"- - -- - IS NOTICE . IT IS DUE TO THE QUALITY OF THE ORIGINAL 0� 6Z 8Z LZ Z SZ � Z EZ Z IZ Z ~ 6I 8I Lei T i t Et i^ ' 1 t_- ( T b^ � L III DRAWING. 1� i �, Ililll IIIIIIII l 1111111 I IIII,I��1111111 III I I I il ,lllll►IIIIIIII I�Il.���! III iIII it 11 III ISIILII I I I I I I � � , y{ 1 4 . Fully Sprinklered ( if not , describe ) Sprinklering required for and by whom -- specify ©ZA),�VGTt 5 . Separation 3 or 4 sides ) Z 6 . -'loor Area Proposed / sq . f L . A 11 owab le =� ..'�S'�`" /ti s q . f t; . ( show computations ) sic �'•�/. l' z �'� /rte o F��r sr�� • �� cavo �, 7 . R'e'quired ��:xits Occupant- L o d a p t. !.V--7 Occupancy Sq . Ft . /Occupan//t�� No . of Occupants ISP-7-T V �'• Z O /+�'r Now /cam ?one S . U Total Exit Widthle ftis $0-in . ( show computations ) 4;o, mom* 73 swoop ACV&r �� { � .. .. . 'mrd► ` _ . NOTE : IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN _ - ---- ------- ---- -- - - -- - L ----MIS NOTICE , IT IS DUE TO THE QUALI-'Y OF THE OPIGINAL DRAWING. 09 Z 8 Z L Z 9 Z Z Z Z T Z T Ei I SITZ 11 IIS ,, I I � � � _ Illi IIII llll��ill IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII III! 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I _ L. � i - � � I I j�i I I 1 2 � 4 5 � � �t10 11 1� NOTE : I F THIS MICROFILMED i � i DRAWING IS LESS CLEAR THAN - - THIS NOTICE , IT IS DUE TO ' THE QUALITY OF THE ORIGINAL 9 Z 8Z LZ Z SrZ 7 Z ZTZ IZ Z 6i SI LT I SI I EI T 4I�I T 111111111111111 L 9 4 � E Z DRAWING. Iill � • III �I I� llllllll �llllllllllllllllllllllllllllllllllllllllilllillllllll�llllllllillllllilllllililillllilll�� .���lIIIIiIIIIIIIIIIIIIIIIIIIIilall � IC1111111111i11i !IIIIIIIIiII lillillliilili, r , . 4 I 9 . i:' .Lre Separations 1`ogaired Exterior Walls and Openings Location Wall Rating Opening Rating � ;PP,4d - ! Ivrea Separation Walls !c-��G ,06 ��',�'�✓�!�" Location Wall Rating Opening Rating Occupancy Separation /� ,C�1"''�f✓e; C. Location Wall Rating Opening Rating a Vertical OpenIngsr4r&0 /7 .4- 1"IA; Location Wall Rating Opening Rating 10 . Attic Space Separations Required #9zr1z0t:5rL Area Separations M(AX . Allowable Area fire Rating � l'z �,d G� � • ' I i I i i i I i i I i i i I i i l I I i i i I I i I I I SII I I I i I I I I I I III I I I I I I I I I I I I III III I � ! ! II I I I ! ! ! Ii I � ! il,� ! I ! iI.� IIII III III IIIIII ! III IIIIIII Jill NOTE : IF THIS MICROFILMEQ 1 Z 3 4 ? 10 11 1� W DRAWING IS LESS CLEAR THAN - - __----- - - -- ------- ------ ----- - -- -�- --------�_.___�___.._- _ _ _.-- _ THIS NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL T - DRAWING. IIIIIII1I � L 9 iIIIIIIIIIIIIII9 '1,11111111 IIIIIILIIIIIIE Ililllllllllllllllllllllllll1111111l �ill (III (III IIIIIIII IIIIIIIIIIIi IIIIIIIIILIIIIIIIIII IIIIIIIIIIII�: :���IlIIIII IIIiIIII III� IIIIIIi� I�I 11111�11IIIIillllllil IIIIIIIII ..rI {III IIIiIIIIIII , 11llIIII1111IIII1111 fill a , JUN 1 ) 1990 C NNW AM COW- • Draft Stops �. AW ,�/�rl��C"tt, r � � Maio , M: x . Allowable Area Fire Ratinq 11 . Vertica.L I-rei.glits of Structure Max . IIS: i gh t in Feet_ ` N<<Ix , Nuiilbcr of Stories • �� Min . Parapet Height , if required_/(/0f /925Q4? • f ,! .—in . !.lin . Chimney height , if required &A= ft , in . Ot:'iers ( list) 12 . Minimum Toilet Requirements 1Xz Number of Rooms_ Number of Fixtures for Women .�rr��, / W, C Lav;j Number of fixtures for Men W. C . Urn . Lays Special Finishes ( specify ) 13 . PiechanicaAl Required ,Vein . Ventilation ( list ) lWDA* ©/tomNCO �ierz �^s 7-- -Ir ■ _.� 1 i , l ISI � I ill I ! 1 � I ISI i � � ISI If � � 1 ISI Iji I � ,..a•...� l � l � ib � � � l � l I � I III ISI III NOTE . IF THIS MICROFILMED 1 21 ' 3 4 7 _ �L _ 1� 11 12 DRAWING IS LESS CLEAR THAN — --' �-- - - ------ -- ---- ---- TH I S NOTICE , IT IS DUE TO THE QUALITY OF THE ORIGINAL E Z g Z LIZ Z 4 Z Z Z Z 11 Z 6 i T L [ t [ 6 ki L 9 DRAWING. ,�I) I I i �IIIiUllllll�,illlill�lilllll�,��IIIIIIIIIIIilllll, I Illilillllllllilll�lllilllllllllllll I fill!! ! , III II I !��l1�1111111 I ► I III I ! 1111 III I I IIS, .���lIII 111111 lilllll .Illlall III II i�, .IIIIIIIiII IIII�I� Illllllll l IlllIili, IIIIIIIIIIIIiIIIlIIIIIIIIIIIIIiIIIII ,IIIIII 1 l.�r . i,igh : in(� Required X.1-n . Li(.jn .incl ( list ) i Oi:IZer Special Requirements Li�'',�i:� -L 1Je � `4• �.' ) led ( list ) R v G . Pi"- nninq and Zoninq Code Check I . 11" check not ma d ij , s t a t e r e q s on i�v Oowz� •av AMe ezd/�wlx GLAb,A0, � • 2 . List items which ov3rride Building Code requirements PM46*4 pr l,jlilI III I I 1 1111111 NOTE : IF THIS MICROFILMED 1 2 3 `� V 7 :) ' lU �•�•� DRAWING IS LESS CLEAR THAN THIS NOTICE , IT IS 'DUE TO THE QUALITY OF THE ORIGINE,.-. 0 E 6 Z g Z L Z Z 4 Z Z r Z Z 6 I �3 I G i i L E T -- [ - iTI -� i 6 �3 ►� L 9 4 i► E t - DRAWING. --� � Iilllllllilillllllllllillllillllllli� llllllll �Il! I�IIIIIIII1f111i111, 111111111111111111111111111,11111; .���IIiII�li11111111111111II1111-11111111111,M111111111111111I1 Hill 11111111111111111111111111111111111111111111111111, 1111111111�1�1111111111111T. I d. .• 1 ti COQ LEGAL E)ESt_RIP`I'ION OF1.3E.�FPLY . 50 FELT OF SALSM FREEWAY SUBDIVISION �, Vr>� 67 � 2NJI�ti 4.� -0tl 11r� i ll 4 2O1-QII p nV �. portion cr tract 1 of Lite duly recorded plat of Salenl Freuway `subdivision, � lj - -- - ------- -r- ...._.+.._. ___ _ _ _____--_._..___- -- _--_ _-_--_---__-- - - _.- - _ -_ _ ♦. -- �-_---_------ L l situated i,�, the southea, t one-quarter of Section 1, Township 2 South , 1', ng- 1 .'"� �• �E , F�►aC IbUIL�iNG �iMENStON D "est of the Wil'aamt�tte> !�tridi.an in the County of Washington and state of Oregon, I l AUG 1 1 more partxculdr: y described as follows . \� 913 CITY Baginninq at the northwest corner or said 'Tract 1 ; thence S. 88c47 ' 00 %. along � 1 � � OF 11GARp the north line of said 'T'ract 1 , a distanc;t:: of 250 .00 feet, thencr :, . 2'18 ' 20"w- --44-- `` rya (� ' parallel with the west line of said Tract 1, a distance of 37 . 2t, feet to a 1 I Cao u 2 50- _ / I 1 point in the north line of .an�lburq Street; thence N. t38o4? Q0 ht. along I i lr-- • said north .line, a distance Gf Z4 .41 feet to a point of tangent curve; thence Z on tree arc of a 25 . 00 foot radius curve to the Tight and through a central n �h,3''INGGa -- angle of 91020 "0" , a distance of 39 . 85 feet Ithe chord tears N . 43oQ6 ' S0"W. CI E=-gg-l- TRI.FS Q I 35. 77 feet) to a poi it of tangency on tele west. line of said Tract 1 ; thence d —�elg" / --I N. 2038 ' :0"E . along said west line a distance of 111. 67 feet to the point of W 95 -` f ' Ill boilinning�, con taininq i . 1`H acres , more or less. Q[ IV7 _ 0 �� OCGu F'ANGY- -2 Q -rr�� � � 01 � Ful L.L� s?r�I r-1 K L_�2� �;'P+.- ( � � �xi�~'I�,C C�+�I� /"�I ! � � ►�N1� l.�S� � M- 4 _ Ili TREE TC P�1 FZEh�,��►.�i� ,'� n I 2 0 -r'► IL Ul - - -- - - �g-- N 2 T I NG / i2 ,A 5 5 f• ` u T� II / I ' - Iz �v� A lu M '� Q I N 00 2 40 O As Z' ._. NI f 1 ,AR eA _ -3� _— V' EE1 WEEP HOLES 1 RETS oP SHALL i I 1 1 / -7�O - dft I� % '��► , �! ► W To--�, 25, quo U i• _� I I �� / i �'� i 1 1 Ins! No 0� VALIDITY DE 'THIS PERMIT W Building must be completed IS CONTINGENT' ON APPROVAL Of CONSTRUCTION AS REQUIRED BY BJ Q II' _ �10 / _ FIN. FL FZ. according to city codes ,end i - + � EI_M\/A'TION i N R�: �'> 1 ! 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S -. D R A W RI D Y .-_ ----_ __ - - --- �-- l�NIS _ - - • .._ x- — ,.. CHECKED BY I T F?D JOB �1• 2 2 ' 72- In - ,yam' N co'�1�L1�R a � �t � !� . �RAINeSHAff qq g I I i j � ( ,/ (4'• lyffpt'Ot -_ � � � / '•1"A/v\I�w� OATS \� `\ f 5th Cuggs As NRr)rq.r0 _..,._ ALL SPACES MUST BE ENDORSED i Ie0C7� PLA'�I - e. W. eA+-4���URG 3rFZEE _ _ - - P.TZlU��4�LR.4�L ESE�1E�N ' INS SNAIL MEET WEEP MOI.ES IN CURBS AS Y \ MAIN oM PUBLIC WORKS DEPT. BY__ �- _ DATE -_ LE=6iN'� PLANNING D"P1. DY`_ DArtE: _ ��"_7Z _ .__ � C 5La 4.A t_- G E - - W W - `1�' - - --- - - ---- 11ei�--____ _..__.. ---. _.- . -�-•�'1-=�.? 1.� CRS �' De-fs ,^�w�J COUNTY '�rALTH DEPT. By__ -__ _ D4Tr N � T, V r^�f/T(/ CIT ADMINISTRATOR BY�. DATE __._ �� G� v � N SHEET 'TITLE .(CARD WATER DIST. By ---- Gntt: go oil q- u s A 13Y ----- oATe N. W. NATURAL GAS BY —.. DATE__._..- .� rhel W 1 ' E P. G. E. BY DATE___ , T. R. F. A. 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E LEuATI QNS . �. � _ OP 17,1 l� I LD 3J4VzlW � 1 I I- 8 i ,� II I N3 � 's4•-I + soA I _ li Z4 O ry N H -o ORT I 175 0 H D.4710 PIAN II 5C,A L F 1 f8� r--,N`C�L �' 11~ta KE1'- '�uRKI�• — -TO�J• i��D JOlffi _. —- --- -------- ______ _ I ._-�►Moc.. � � r�owE�1 CoI�-�� 51 D� � r=te�.... ���T 1 N G SGH (�I._J L - �Et= 3GHEC31.ALrl� t 1 C l;ZeA ED r2 IrPAP��' II W12AP- i 5 I Z E�-- - - 1 - r•-.I I G K_ -� _—E. 1�1 --- -�_--.__..__ � _— , 4�1�� � 1--,- ----Cp by C . --T-4 F�At� _ C t l" M E�I� _ I : . --- Ea L- �► 4c -4 - 10- ELIC-4 WAY Q U 1(1 '�-_� � �-- GI P� ' ON Co Gr2�►v t_ � rJI gll X � REVISIONS I_ �o 11 { ,z •• 1 G to�x &-10 x & -� r -2 � 1Ca--#3 *� � - DRAWN BY -. �e 311 /V1IH CHECKED BY T H C K - ---- - _ 1 -2�I -- �'�._ - � _ c� � �• I ; 2 sc,n,tl.� 1 i 2 - I I I,�� `' -- � --- - -- 3 Gc IrD DATE 0 WALK, ;3C,A,L,!- �Q-lf= I( r- 1-ri k-.I -�`-' I I �+��� � �/I�N SAG!h-+G • _ � _ ._._—�.__ 1 F•o+��-I N G �1 W _ T— lvl � � r- I I -: - SHEET TITLE TT II 2x12 C,. 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SIZE .� ,��// �, �ti.:�►Y LIVE LOADS AND SPACING AS SHOWN ON DRAWINGS. �1 !4� -. . . . . . . . . . . . 25 P.S.F. t.'000 CC�NyF:CT I ONS WAA6-L-5 ___ _� �' ��. � WIND . . . . . . . . . . . . . . o" ALL BOL S S IAI. ' •�� . U.H.C. 1 .� 20 PSF BASIC ZONE L ILP.VF PLATE WASHER UNDER ALL NUTS ANL HEADS BEARING ON WOOD. 2 _� �7`'YE,._$ SE'.I:IMIC U.B.C. 1.170 ZONE: II Q - - #4 G�.�Y�'E,-� , FOUNDATIONSCONNECT ALL JOISTS AND BEAMS WITH HANGER JOIST CONNECTIONS (SIMP50N OR i C. APPROVED EQUAL. ) -011 � QRS � �`�-": O c 1 . FOUNDA ION SIZES ARE BASED ON AN ASSUMED MAXIMUM TOTAL LOAD BEARING PRESSURE: 2 . Lt.AD HOLES FOR I.AG 130L1'S SHALL HE 75% OF DIAMETER OF LAG BOLT SOAP 21-G�'I Q• . •rt OF 2, 000 P.S.F. NOTIFY ARCHITECT OF DEVIATION . AND INSTALL BY TURINING WITH WRENCH ONLY. � "'�. j 2 + , ' � 2 . FOUNDATION ELEVATIONS SHOWN ARE TO BOTTOM OF FOOTINGS AND ARE BID ELEVA't IONS PLYWOOD SHEATHING 31 _ _;) �'L uG►-rA/Y1F��L - /�1 (I�/NIN� C -�C,� CHANGES IN DEPTH WILL BE HANDLED IN ACCORDANCE WITH THE SPECIFICATIONS . IT- F .HERT-11-'AG: 1/2" STRUCTURAL I . PANEL LA � LAYOUT A5 .,IiOW'N ON DRAWINGS. f� � C,►..; 3. ALL FOOT114GS SHALL BE FOUNDED ON U`JDISTURI3ED SUIT. WITH A MINIMUM ULPTII JF SEE SCHEDULE FOR :JAILING. LNT FINIS j ,RADE (3RI .JA -,Rt��. D I. I .L, 2 . MEZZ.N iIt�E SUB FLOOR: IDEN1 . 48/24 , 3/4" THICK . STAGGER END JOINTS Orr' _� _�. _.. - -- - - • _ __ _ I `T(PIG.��� 1 ' -6" BELOW LOWEST ADJAC ' ,, U SEVER IS LOWER, UNLESS NOTED OTHERWISE• ADJACENT PANELS. SEE SCHEDULE FOR NAILING'. _oAt-1 _ 4 . FOUNDATION THICKNESSES INDICATED ARE MINIMUMS. NAILING SCHEDULE PL..,AGE "~ �f , '� i ` ��� �E�• -�-- + ,, 5 . THE LAST 3" OF SOIL SHALL BE REMOVED BY HAND00 -"' - T L OPERATION 'E'O N1rAT LINES . IMF I'.CK tJG TO SliPPORTS . iId ^OMM(,'IJ i+ 6" AT EDGES Q • , f pE�IGf-, ,-�-),,; • ' } 6 . BOTTOM OF FOUNDATIONS SHALL NOT SLOPE MORE THAN 1 VERTICAL TO 10 HORIZONTAL. 8d COMMON P d" AT I}JTI:RIUR FINi3H Y' w r,�-> f' j 7 . !JU EXrAVATION SHALL BE MADE BELOW ANY FOOTING CLOSER THAN 1 TO 2 SLOPE . lOd COMMON @ 6" AT LEDGERS ( . _ C+ �►L7E } +� ` ' �� ? (� „9 8. FILL UNDER SLABS SHALL BE OF SUITABLE MATERIAL FOR PROVIUING A FIRM SUB- W MEZZANINE SUB FLOOR: 6d CUMMO,J �+ 6" AT EDGES BASE AND SHALL BE OF ACCEPTABLE IMPORTED GRANULAR FILL, IF REQUIRED. ALI, 8d COMMON td lU" AT INTERIOR t(1 !_X"'�t,•#� � � 1211 O.G. � Fes. P'I,..A�"��c: �'�' I -1ZL�'RN EYE1�' FILL SHALL HE PLACED UNIFORMLY IN 6" MAXIMUM LIFTS AND COMPACTED TO 95% MEZZANINE UNDERLAYMENT : 8d COMMON 4 8" AT E:DGL'S AND m Q J{{ r PA,46sL- iv T^ / I ��••�E2 IM'i3O MINIMUM OF MAXIMUM DENSITY AS UETERMINED BY THE STANDARD A.A.S .H.O. METHOD TE I Ali � O I N R O R W QI OF COMPACTION. SOFT SPOTS SHALL BE REMOVED AND RECOMI>ACTFD. PLACE 6" JOIST TO SILL OR GIRDER, TO:: NAIL 3-$d I riEleE "�O f•-+O�..t� 1- MINIMUM OF 3/4" (-) GRAVEL DIRECTLY UNDER SLABS. ,� rt \� ! I CZ�'`�'W_'71�i L. �?•^c�h1• _.T- CONCRETE BRIDGING TO JOIST, TOE: NAIL LACH 1,MD 2-$ci n { SOLE PLATE TO JOIST OR BLOCKING, � , 1 r ALL CONCRETE' EXCEPT PILASTERS AND POUR-STRIPS SHALL DEVELOP A MINIMUM 28 FACE NAIL I6�9 rt lb" O.C. � 0 I x - 8 PFR� ' GVV C71+�C. DAY COMPRESSIVE-CYLINDER STRENGTH OF 2 , 500 P.S. I . PILASTER AND POUR-STRIP TOP PLATE TO STUD, END NAIL 1-16d � 'ti EST- ,Z;; C CONCRETE SHALL DEVELOP A MINIMUM 28 DAY COMPRESIVI -CYLINDL•'R STRENG-H OF' STUD---�---- C: � U To SOLI; PLATE , TOE NAIL 4-8d N .. 3, 000 P .S. I . (� IZ �•.�.C. DOUBLED STUDS, FACE NAIL 16a (i 24" O.C. 1 S a.�021`• 2 . SLABS ON GRAVE SHALL BE PLACED WITH A LOW SLUMP AND SIIALL HAVE' A MINIMUM DOU13LF D TOP PLATES FACE NA. rs A IL 16d , 16 O.C. • • • • i II COMPRFSS tVE STRENGTH OF 2, 500 PSI AT 28 DAYS. SLABS TO BE POURED � r 4 �_ - , 1 2 - � �- I'�� 12TOP PLATES, LAPS AND INrF.RSECIION. , T ) • � i = 1 INTJ �'! "'E� AI'PItOXTMATELY 24 x 24 MAXIMUM AREA. PROVIDE: THICKENED AND KEYED EDGES AT FACF. NAIL 1-16d F'AC� 9 1 • _ JOINTS . REINFORCE WIT11 A MINIMUM OF 6 x 6 6/6 W.W.P. " CONTINUOUS HEADER, TWO PIECES 16d @ 16 O.C. ALONG TACH EDGE 3. A MINIMUM OF 3 CONCRETE TEST CYLINDERS SHALL HE PROVIDED FOR EACH DAY 'S CEILING JOISTS TO PLATE, TUE NAIL 3-8d - A �:•� C`-R `� �y ' t'�^ r Ix POUR AND%t7R 50 CU . YDS. CYLINDERS SHALL BE TESTED AS FOLLOWS : 1 AT I DAYS ; CON'i INOUS HEADER TO STUD, TOE NAII. 4-8d N w t 1 YA►�IL�a - �jl�� 3Gi,. :%jL-E ♦ Q v 1 AT 14 DAYS; 1 AT 28 DAYS . CEILING JOISTS , LAPS OVER PARTITIONS, + -_ � • �, 4. cn:JCRETING METHODS , FORMS AND SHORES SHALL BE IN ACCORDANCE WITH ACI 318-630 FACE NAIL - ---- -- �-- 3-16d � 0 - I -(� LATEST EDITION STANDARDS. CEILING JOISTS TO PARALLEL RAFTERS , � � '� 5 . AT AREAS OF DEPF.ESS IO, W �, --� c, }� `' *J AT SLABS PROVIUB MINIMUM 1'1}I(_'KtJESS {)R DEPTH '1S NOTES FACE NAIL 3-16d FOR ADJACENT I REI',`: UNLESS OTHERWISE SHOWN. RAFTER TO PLATE, TOE NAIL 3 -8d a a 6 . ALL CONCRI:TL FOR PRECAST CONCRETE: WALL PANELS SHALL BE STONE OR EXPAt4D1:D UUTLT-UP CORNER STUDS lbd @ 24" O.C. a o n SHALT; CONCRETE AND SHALL DEVELOP A MINIMUM n DAY COMPRESSIVE.-CYLINDF:P. GE1�lERAL W I ' 1 vAR� g__.. _8�n_ '����")L - STRENGTH OF 2 , 500 P.S . I . GENERAL CU^JTItA.C'1'OR SHALL HE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND ,l ---� - 7. PANEL LIFTING SPECIFICATION C ��•�'•�'� iT ' CONDITIONS ( INCLUDING OPENINGS) WITH ARCHITECTURAL, MECHANICAL AND J r �`�3 I� �,�"� } 4 1, '�1 `'erre-• w!r 2 1 0� N G � 1 b l A. ( 09TRACTOR R TO PROVE-ALL PEQUIRE;D INSERTS, REINFORCEMENTS , LIFTING ELECTRICAL DRAWINGS. V• -� 3 71 m!5 12 'ro.G. I II��• I �f�-��`"I ��•,� ANCHORS , ETC. , INCLUDING ADDITIONAL REINFORCE•:MENT, STRONGBACK OR 2. SHOP DRAWINGS SHALL 13E REQUIRED ON PEINFORCING STEEL, STRUCTURAL STEEL, 2 � �w�I � IIS -- ---�----�- d SL146@ IEA, � _�_. . J � � 5C.A:..L J � � Q OTHER ITEMS REQUIRED FOR LIFTING OF PANELS . PRECAST 'I::ITS AND PRECAST CONCRETE UNITS, AND GLUED LAMINATE:() MEMHt:RS AND SHALL BE APPROVED Q ( CONNECTIONS ARE UE:SIGNED TO SUPPORT ALL LOADS CONTRIBUTED BY THE PRECAIOR TO FABRICATION . 0 J =` .- cj - �b w ' FINISHED STRUCTURE. NO DETAILS ARE INCLUDED TO PROVIDE ADDITIONAL Q L Tis� C' 12 10. ��L"1"IEe SUPPO:t1�FOR LIFTING PLACING AND S}fOR N(' 3. }� , I OF COMPONENTS . THIS .`•TRUCTURE. SHALL BE ADrOUATE:LY BRACED FOR WIND LOADS UNTIL THE ROOF Q vl 1 I!CL4z. r' : �� `�� ��' B. LI. TING AND RIGGING METHODS A."JD PRGCEr�URr'S T�) INSURE AN UNCRACED 71t��D ►BALL UNITS HAVE BEEN PERMANENTLY ATTACHED TOGETHER. �`-"3Ta� l�P Tt �1,RO..JNt� O UNEL AFTER ERECTION ARE THF RESPONSIBILITY OF' TILE 17ONTRLACTOH. - r J �'_li✓ PI�S""� �� �'� -I�''�LS- ALL ARE TO BE BASED ON CONCRETE J•PRENGTH AT TIME: OF LIFT. CONCRETE 4 • ALL CONCRETE CONSTRUCTION JOINTS SHALL Br ROUGH TFXTURF WTTH 2X KEYS AT COMPRESSIVE STRENGTH AT TIME OF LIFT TO 6E 2 ,000 P .S. I . MINIMUM. ('ENTER OF WALLS OR SLABS. CONTRACTOR SHALL OBTAIN STRUCTURAL ENrINEER'S } nn L t APPROVAL ON JF.TAILS OF ALI. CONSTRUCTION) JOVITS PRIOR TO CnNSTRUCT.TON. U COST OF TESTING TO DE.CR_M1Nr LIFTING STRLNGTH IS TO BE: PAID KY > - - CONTRACTOR. I� ___ r { _ \ CONCRETE REINFORCING S 2 Q LL _ STEEL Fm � Tr2AM7 FO^M Tn ASTM A-6I 60 -� - �l'�uX31;IIx 1X411 S� (_ O " G,-`�E�L SHALL CO*. 5- SPECIFICATIONS F.XCFPT W ! Y ` r FOR FIELD BENT WALL SLAB DOWELS TO BE GRADE: A-615-40. M GaLU' ' 2 . REINFORCING (MINIMUM UNLESS OTHER4JI5E SHOt:1':J : ) w Q, ♦♦♦ 21-OII MIN 21- 0" MIN. I i SS O A MINIM I II 11 A. REINFORCE ALL WALLS UM OF 1/4 of 1% STEEL LACH WAY PER � Z -- - ---- -- r NGI �cG' x 7, $ z -Q V,��Z�• -IIx 121 ,�.1�. I li CROSS-SECTIONAL AREA OF CONCRETE. A N PLACE 2 05 CON_ INCUS AT BOTTOM TOP AND AT DISCONTINUOUS ENDS OF ALL W T i VOL-7 7L-) FIN. "°'L':. WALLS. 1=1Me}-I _ ____ ._____ __ C. PLACE 2 ' -0" x 2 ' -0" BARS AT COPIERS AND INTERSECTIONS FOR WALLS EQUALa � � � -- - - _ - - -- i`-- --- �Di2 S,Ki �•-�). /--FI���JN �1.s 1z IN SIZE AND NUMBER TO HORIZONTAL REINFORCING. FORCING. ,,C - 1 _ _ D. PLACE 1s4 BENT DOWELS 1 ' -O" x 2 ' -0" AT 3 ' -0" O.C. FOR SLAP-TO-WALL _ C:ON'IECTION AT ALL `1L.N,9� ABUTTING WALLS, UNLESS OTHERWISE :DOTED, l H L ., �CA2i `-•iG � ,r, � ���� +' IP E. PLACE 2 f15 x OPEI�I�V�;^ +• 4 ' -0" TOP AND BOTTOM, 2 i5 EACH SIDE x OPHNING HL•:IGIIT + 11-6" , 2 #4 U 1 AGONAL BARS x 4 ' -0" EACH COILJE'R AT ALL WALL } I �� ' -- C1►ZA�/�L_ OPENINGS. F'Y`aN Es� I� F�L,G�GE . �GJ'+t F. PU,,CE 2 #4 x 4 ' -u" DIAGONAL CORNER BARS AT EAC!1 CORNER AT ALL `�ZAI3 , T � OPENINGS (OR AT ALL CORNERS OR OPENINGS OVF'R 12" IN DIl4L SION . ) ALL WELDED WIRE. FABRIC SIIALL CONFORM TO ASTM SPECIFICATIONS A-185-58'T AND _____ r ' PE[.7E�.�--'-Al.- ; I • I i W_ i TO BE; FLAT SHEETS. r 4. ALL R.:INFORCING STEEL SHALL BU DETAILED, FABRICATED AND PLACED IN • ACCORDAN'CIE WITH ACI DETAILING MANUAL 3)15-65 . �• Erra' C� Q"�• C.- - ! + A. ALL IIOOKS AND BENDS SHALL CONFORM To ACI STANDARDS UNLESS OTHERWISE A ? B. ALL REINFORCING STEEL SHALL BE ACCURATELY AND SECURELY PLACED. eIA/\ to C. REINFORC.I:NG STEEL SHALL NOT BE BENT OR DISPLACED FOR THE CONVENIE'NCE ,• i� `- ti�C "I NG PAD : 5�E R�L.�I'-�C�- �3 OF OTHER TRADES . A'- O, D. CONCRETE COVER SI T IE " S''�1! 5��1=D1��1= I � 1�!•.A-ISI ..1 ��,,'� NG iA..L I L 3 x 1/4 AT BOTTOM OF FOOTINGS . • • • • w_ • �C- ��uL� , E. C=ONDUIT SHALL BE PLACED BETWEE=N TOP AI4D BOTTOM STET LIN SLABS . `--4SE• 2 F. MINIMUM LAP SHALL HE 36 DIAMFTFPS OF LARGER RAR. 5 . PILASTEF REINFORCING : UNLESS OTHERWISE: SHOWN, TYPICAL SIDE AND END WALL PILASTER TO HAVE 4 #'1 VEPTS. AND # 3 TIES AT 12" C.C. PROVIDE DOUBLE TIE'S 6" v�'�'T 7 OF BAT EAMAND BOTITOM OF SEATS. EXTEND12AfXTERIOP BARSDTO 1-112" CLEARSOFOTOPIOF" CLEAR WALL. 4 � �'�L 1 � � LAP V!:RTS . 2 '-0" WIT`i F*7UdC)AT'IOIJ DOWELS. PROVIDE FOUNDATION DOWELS S�\1�1E: � E=_ 7o I L.�.. � ���(--� � �c� -C� SIZE AND SPACING AS PILASTER VERTS . AND PROVIDE E" MINIMUM HOOK 3" CLEAR _ _ AT BOTTOM OF FOOTING. 3 %�=+U-� 1 1 a 1 ' - - 411x8 A�G���x STRUCTURAL STEEL -'� 1 . ALLEL 911ALL BE ASTM A-36 D' TAILED, FABRICATE=D AND ERECTED [N ACCORDAtJ:E WITH AISC MANUAL, SIXTH EDITION. �R ��'S,M�� � , , �' UU wv` I � yC �J --- �3�.IIXq i GLU L.Ah'� C.�.�l_. 2• ALI WELDING SHALL PE DONP BY CFRTIFIED WELDERS , IN ACCORDANCE WITH 1=1NIgH 41 ; ~QRS :'INIMUM AWS SPECIFICATIONS . r F'1•f�'R �-- RO ENCS J �`II _S;1 ,� 3�4 i; + 3 . ALL CONNECTIONS SHALL BE MADF WITH ASTM A- 307 BOLTS AS NOTED ON THESE REVISIONS ' Uh'�N . DRAWINGS . • `- `-- --�•! - � � CO�(O riOi,O _ GLUE: LAMINATED MEMBERS rap`' It?- L--aSE T . - ALE GL 'D LAM19ATED MF,MPFRS SHALL BI-: OF 2 ,400 GRADE: , DETAILED . FADPICATE:D N JGL-IGi._5 1 2 G�~1A/V�FEIQ-- '-�C� -'� F >. ti AIJD EREC.TE.D IN ACCORDANCE WITH CURItE'.^I'T t4t .� - f ' p o +PA STANDARD SPECIFICATION'S ICATIONS 7R DRAWN E1 Y � ' ' �i t�Fwz , AC}G5 GLUED LXMINATED DOUGLAS FIR TIMP.Er , EXCEPT GLUED LAMINATED COLUMNS WHICH u �t� SHALL BE OF' GRADE: 1800 C=ONFORMING TO A. I .T.C. 203-70 COMB. #2 . CHGCKEP� BY _9, � ' T -_ A. 158 STP,FSS INCREASE: USED FOR DEAD LOAD PLUS LIVE LOAD. _ . B 258 STRESS INCREASE USED FOR FU' L UNBALANCED CONDITION. �o B tM O . �15"i••1AL7e' - -- =-.�� �'. �i ` . ._ ,,� _ 1 . ALL CLUED LAMINATED MEMBERS SHALL RL NOTCHED, SHAPED AND FINISHED IN 1 1 IE�7 ��^'1L71 �9- A C ACCORDANCE WITH PLANS. FABRICATOR SHALL COORDINATE CONtJEC!'ION DETAILS i F'A� TNG " r. . --. r_: , rc AV (` I� o WITH MANUFACTURER OF FABRICATED CONNECTORS . DATE - �' �% 12 G• c• ( � '` ' 3 . AI.L GLUED LAMINATED MEMBERS SHALI. IIF FABRICATED WITH WATERPROOF GLUES. .,..1 CV "�` ( '' i ', 4 • CAMPER BEAMS TO TRUE STRAIGHT LINE:.-. UNDER 1-1/2 TIMES DEAD LOAD, EXCEPT �E�•r-�I l AS NOTED ON DRAWINGS. _ " �- Pte"►-' =aT�+�- = _ 5. CERTIFICATES OF INSPECTION FROM AN INDEPENDENT TESTING LABORATORY SHALL �� +��•- HE REQUIRED, OR A. I .T.C. CERTiFICATE. -zw_� mv,�I�^"`'�NCG y jjlJ V`a' ^'T1pES (� ?.� O. C. 6 . CONNECT ALI. ,701STS , PURLINS TO BEAMS WITH SIMPSON STANDARD U-STRAP I PL.r�C� ��i01©E+ � (_Z ✓fi. , �A.�G�R� cA LIf�U TO DEVELOP FULL TOTAL LOAD REACTIONS ,, UNLESS OTHCRWISE SHOWN . �G�•-I��� ,_1� SAWN LUMBER I .- ALL 9 N WOOD SHALL BE COAST DOUGLAS FIR LUMBER INSTALLED AS REQUIRED ON , NAILING SCHEDULE, ON PLANS AND DETAILS, AND 'I.J SPECIFICATIONS . SHEET TITLE Z l -�� #4 L� V�' r.�- I •• _ ' � n N P.I L i. �' c ► C �ti r Z . GRADING SHALL BE IN ACCORDANCE WITH W.C.L.D. GRADING RULES / 16 FOF1 DOUGLAS 1 > u _ FIR, 1970 EDITION. 6 x 14 PURLINS: PAR. 130 , DEIJSL #1, fb - 1550 I,�II 1!-:_.._��� �� - • 6 x 16 WALL LEDGERS : PAR. 130, # 1, fh - 1 350 POST AND COLUMNS : PAR. 131, nENSE 11, F.O.H .C. E - 1 , 700 ,000 .MIN . ----�------ �3� ROOF FRAMING: 2 x 4, PAR. 114 , No. 2 , fb = 1450 VA- I Me - SEE 6CN4M_ IE- LIGHT FRAMING: CONSTRUCTION GRADE PAR. 22 STUDS : STUD GRADE, PAR. 121 -' _ _ `���_ _.�•�"`'� �-"'� �••/ � h� -� �a �E..,1 I M G�I ';� �� G 3 . ALL MF'MBERS 2X AND LESS IN LEAST DIMENSION SHALL BE KILN DRIED. 4 . ALL MEMBERS CSX AND GREATER IN LEAST DIMENSION SHALL BE FREE-0E-Iit.AR'I' CENTER AND WELL, SEASONED BEFORE PLACING. OF •C..w..lwi4a�.r..�11Y...�'....w�wrar�li' tl..•+„•'^l. "�- .. +,�"l'.1q .. F I f 1 111 � 1 1li1 1 1 l1l1 NOTE: IF THIS MTCROF,LMED � I • DRAWING IS LESS C'LEAF; THAN12 THIS NOTICE. IT IS DJE TO THE QUALITY OF 1?# 1RIGINAL £ I Z 8Z LZ Z 4Z Z Z --?�Z lZ Z KI L LI I T I 11 DP.AW(NO• ---- -- - CET �t tt t 8 e L }i 14 1►-TE Z l „ u i � iliiii�.liiliiiiiiiiliill►Ililiiiiiiiliiiii�iiliiiliii�liiiir. (I,iiiiiiili�i� il,ili�iiiiiilii�� jllll�f�ll���ll NEJU 1 � 1990 .....,.-.Yc:w..,_,,,s.....-•,,,,,,, ., ...,,.,..M.,.,,.,.... _ ,. .OM1.- to i 1 -- - --------_____-- _. 1751-OII BUIi_DING DIME 5 J�-, I Iii :w 251- 1 251 II I / C 4-+ -- A 157c—E=—L_ �� LPIc,�� 0 �- Q O 0CJ� ! 1 �� K 1'2bGONC. th Tz--1R..ESL•JO�d I J f7 0 � oC ' ! z � d I 0) W In .. I r- G L u-i.AM C.O L L.I. N s . g�!✓ - -- I 0) (L Z 1 Off $i" M ='L_47 ' D IA p V _ I I � r y A gz EXP O� ZZ1�N NS i*laG; of= 4--1-U=> WALL_ - L1 --- — - - J - _-114 31 I c ^O r4 _ 4-q t0 7 , N L I; -GONG E� A G +� _ I• 2x4 3�'tJ�S w�' Si� ll ' ii IIi ac3. lR @0x4�1 = S�— 1 '-, li WL► R�-r �2Ix312►x 114 d : G. 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IVQ tLON- '%/AL-VF- !°�X Q �----- °�.� '.�,1"T�"° t'�'1,..I�►N IAC NONNI= F L 0 0 R I r� — PLUMEING •+.•.----.__...._........L�-..w��..l+.-may_ _- -..._. __ _........r,-. � ' .a4' �._.._._._.. ...._ PLUMBING FIXTURE CONFECTION NEDU� � � s M _". - l �.L Y enol. F 1 e.'T"UIQ W V Gw F-1 W A _ WG --- VVATI-W, c .�'°�e--r Y ,�� -a" „ __ I, UKiNIA1- I_ L-AMATORY _ il,/2 11/x} I/'� I/ �,� -..�_.�_____.. G."�i rl'� my _ ____ \00 i D� K Jolp Nick Df` DRINKJNC� F�ur.f'TAfr•J 11/4 1 i/4 I/2HeN _ _. ._ 2"VTR., �iCa1+✓!�1f�!! _ Jq VEl JTa°� HE.R1 FED wf I WA7IMoffi, HE.A` 1E.R, L ►��.,� ---- :-.t w '.i. i�'►,,L( 1 ,1 ger - r� MON ...,_ =>FIG>r jI C7F=F1G!$. I OF'FIGE» C _....__ , C_ MEZZ /,"�,NINE �.�r � -- PLUMNINC A• . SUMMONS - _ lllLl� llllllllillllllllllllllllllllINOTE: IF THIS MICROFILMED 11 %4�11111111II �. I LIL I II � 21 Z 3 4 5 � 8 � � � � � 10� � � 1l � � 1�1 �DRAWIf� I , �— LESS CLEAR THAN _ MIS NOTICE. IT IS DUE TO THE QUALITY OF THE ORIGINAL — -- I-__ --- — DRAWING. 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IIII IIIIIIIII IIIIIIIII IIIIIII I �II 1 � I I 'I I IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII�IIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIL .�tl IIIIIIIIIIII VIII II I�►��Ilflll►�►II I IIII IIIIIII IIII I�IIIIIIIIIII IIII IIIIIIIII IIIIII�II►I�II�IIII IIIIII►IIIIIIIIIIIIItIIIII I III I IIII.IIIIII IIII►illl � � J UNE 1 1990 r , EG7U ! PMENT- A(.I AC•1 LEON MODEL CAPA NO.TY iC120 MI-120, T, 9 '.11 f OUTPUT CSP. 1/2 NP, 2flU Y, 3 p ' KATIN6 CAPACITY: 120 PMi INPUT, fU MIN OUTPUT ODOLIM CAPACITY: 60 MON f 958 OUTSIDE AIR, 630 F, f.H,!•. SLPF-I Y EXh.AUSI" OUTSIDE AIR RETURLI AII2 AC-2 LENNOX N00EL N0, GCU-261.9415 fFM f 0,30- FSP, 1/3 HP, :%t_` Y, 1 0 -_LOW VELOCITY DUCTS HEATING CAPACITY: 90 MBI Iw, 68 MGM OUTPUT COOLING CAPACITY: 24 MBI f 950 OUTSIDE AIR, 60 F, T.N,B, 8 BOON^ THERMOSTAT AC-3 LENWX MODEL NO. GCS3.663-120, 1745 CFM, f 0.25- ESP, 1/2 HP, 206 Y, HEATING CAP!:—N! 110 10 INPUT, 90 PION OUTPUT LOOLINS CAPACITY; 60 MBI f 950 OUTSIDE AIR, 620 F. E,N.O, 1� -4EC;-K_ SIZE GRILLE SIZE [ffgK _Ar'�1Cp�DIREGTION x CR AC-4 - HEATING CAPACITY: IRI, GCS-3-913-250, 3600 CFM P 0,20- E5P, 2 NP, 208 V, 3 p OF THROW AC-8 COATING WACITY. 250 MIN INPUT, 167 MBI OUTPUT } •.- COKING CAPACITY. fD MIH, 960 OUTSIDE AIR, 60° F, f,N.B, CFM--� 'tVPE (SEE SPEG�S) CFM TYFE (SEE 5PEG5) SUPPLY pIFFUSER EXHAUST OR RBTURN AIR GRILl,.E5 ` AC-9 L[NNOX MODEL NRI. GCS 3+663-iYO, 2215 CFM f 0.10- ESP . 1/2 IIP, 208 V. 3 p HEATING CAFACITY; 120 MINI 1NblTT, 90 I411f OUTPUT COOLING CAPACITY: 60 MBI, 96 OUTSIDE AIR, 620 f, E,N,B. AC-10 HEATING 100It IID, 603.11163-125,Nw. INP 3125 CFM f 0,40' fSP, Y W. 208 Y, 3 p MEATIN6 CAPACITY: 90 IGH, INPUT, 94 TQM R.OUTPUT 620 VOLUME DAMPER COOL)Ih:, CAPACITY: 9D MNi, 950 T,WRIDC AIR, 6T° F. (.N,B, Ifl-1 CARRIER MODEL N0, 46 M 2400 CFM SP SPLITTER. DAMPER IIFATlN6 CAPACITY; 20000 MpN INPUT, 160 FISH OUTPUT IIILLL 1/5 kP, 120 v, 1 0 FD FIRE DAMPER } UN-2 CARRIER MODEL K. 46BA030, 360 LFII NEATINO CAPACITY: 30 !fall INPUT, 24 MBR OUTPUT -- TURNING VANE5 1/125 "P, 12G Y, 1 0 _ UM-3 CARRIER PIODF,L 110. 468A050, 600 CFI; —' ACGTD USIGAL_LY LINEDUCT HEATINCI CAPACITY: 50 PSH INPUT, 40 MBH DUTPUT (517-E5 SHOWN ARE NET INSIDE) 1/40 MP, 120 V. 1 p T'RAN5I7'I0N FROM RECT TO ROUND DUCT EF-1 PACE MODEL N0. CRE.!! , 940 CFP! P 0,25" ESP, 1/4 kP, 920 Y, I p ADJUSTABLE EXTRACTOR LLI IF-2 PALE MODEL N0, CRI:-il, 1200 CAi 9 0.30- Ey, 1/3 M►,120 V. I 8F.3 PACE IpOEI NO, G!f.6, 360 CFM f 0,30• ESP, 1/4 N►, 12'0 Y, 1 p FLEX CONNECTION 7�y/— EQUIP NO. lk t +Ly�\ CAPACITY WALL u FIRE DAMPER GETURN GRil.l_E - J �� SINGLE DEFLECTION ! SUPPLY GRILLE ! �\ r�ANSFER GI[ILL 55 j Ac� 6 Wjvv11N I T GUMM 9bY — p��p �T*Pic^L_) R . ^FL4F-NUMl9 Sizes APt,E — HALL LaVGLING GUM* DY / NCT AIM rwA%%AQP_ N. GONTIK, —FLOOR SUPPLY REGISTER ( IGAL) �{ FLOOR CONG. MIIJ. f0� - --20XG UP.IIDtnPL / - 'J° PEA GRANEL MIN, Ghl 0' _ AAMI71yP.LAPW HP,L4 �,1ANIT � V�AOM¢iJ :i 4� . .. PJXI=tc MAIN DUCT- (TYPICAL) G t� t T . j o6 *5" PEA GRA\PEL MIN. VATr% f S�L � IS�lI_V . l C7L■TAIL.A BKA,I-.ICH DUCT (TYPICAL) UNDER FL00f, DUCT DET/4\1L NT 5. K** now- Nipe� III II IIIA III III III III III III III III I I III III III III III III III I I III III III I II III III IIIIIII III III III III'I VIII I IIS IIII� � I�IjJ�J II1�I III III III i�l I�I III III{I I}�I _. -. - ------ - NOTE: IF THIS MICROFILMED f I I it I I I hl I I I !il I I I AI I I 15I I I 16I I. I {.My� I I I 'SI'�'I I F�1 �VI I 111 I I 1GI DRAWING IS LESS CLEAR THAN 6666 000 Y I ✓✓L THIS NOTICE, IT IS DUE TO THE QUALITY OF TE ORIGINAL B L B B fB B B B TB E t L t t t L L L LL L 8 f 16 �9 f P B B L Y uu uuluu uullm uullallulllull uuluu mduu Iudml mduu mduu uulllu uuluu uuluuri A'll uulull uuluu uull� I��� Imlmi Imllm m16lII Iudull uIIImI uuluu uu6m m16m uuluu uuluu uuluu uu6m uliriul2 JUNE 1 , 1990 .. «. __. ..... .... _. .r.•w....-w«Y.. .�.w•Mw .,,.y.. .»w wrY r .r. -.n r, •_ ..rw .. ._ ._ ... .. !.... .. .... ».---rl.w.l...r ....r ww.w._..•-�... .�...�wr M ,....-......«.. w w.+ww. .w wn..w.' rr._+.M—•y.V'1.4 Y+w...rr_�wnuw r..- T .t _«..w.\TF.M.. }.y . v.Ii ry� PEC1F=1C/­,_T I Ot\ ' �3 MRS 5. CATCH WIN: ?4" die. x 30" dee cnated steel with traffic �� 1 , SCAi'1 : Cade approved. r c type cast i earl Ora t� `'' ; <�� � � i ~`�':' The work by this stetson Consists o/ furnishfnq all labor, materials . and equi�nt Manufacturer: lynch Company, ,e ntctssary ire connection with plumbing end air conditioni". complete, ready for service, ? as shown and as sry,ci lied. Air,-Condi tic�ning utli is for first floor �►nd ntanulacturinq 6, PLLMING F,Y 0P S: area shayl be bid ds an Add Alternate, Underfloor ducts shall be bid as a separate alternate, A. Genera► . f'rovide new rluanbinn fixtures of 'the tyHe herein 'inecified and of the. Quantity shown with all fixtures of rm- manufacturer. Z. DRAMtNGS: S. Manufacturers : 1 It is the intent of Chase specificatinns and the drawings to nrevtdie a coamleta and 1) China or Cast Iron Fixtures . American Standard, Crane or Kohler, KOrnler n-.wcet'•. used as a basis ,r stlRctian unless otherwise noted. i workabia facility, It shall be t�e restwnsibi i i ty of each trade to coordinate with all 2 Supplies and Stops : $eerdray or equal. others for efre�per and adequate instillation clearinct. 3 Toilet 'Seats : Olsonite, Church or Benekt, fllsn+nite numbers used as a basis I i, 3. PERMITS AND FEES: selection unless otherwist notod, Arrant* and pay for penults, foes, service charges and inspections and nresent to Owner C. F1xtures : "Certificates of Insoection', 1 ) Maur closet NO: Wel lworth K-3512-PB with Olsoni to No, 1dCC white seat ant! 4, CODES, RULES AND REGULATIONS: Speedway supplies. � �4 2 Urinal (UR) : Dexter K-5014-1 with Sloan 180•ltV Royal flush valva. A11 woes: sand material shell conform to the loco) and state codes , and all state and othr aoniicabie las and requlations. 3 iatatary (L-1 Greenwicti K2120, K•7436-T faucet, Speel�sy supplies end tie . � Q• 4 Lavatorf (i,•2; : Iahoes K•2892 Hudee Rini, K-1436-� fauoat, Snrredway su ale., eln a. FiELO MEASUREMENTS AND 1NSPCLC1Oli: trap, All measurevents shall be verified at the site. Verify all conditions on iob site. 51 Drinkinn fountain (t)F) : Sunroc SRC-8A. �. 6 Roof Grain (RD) : Smith No. 1310C. 6. MATERIAL: 7) Floor Brains: FD-) -. Soni 0 iia, 1-010-AU All mater+al new. (rade names denote character and #•ivality 0 enuiprwnt desired andFD»2, Smith No. 3510-F37 shall not be const'.ved as Hmi tins r-orrr+eti lien. 8) Host Bibb 'HB-0 : H8-1 ) : Wrw-dford Model Y34 with Watts slow BA vacuum breaker. 7. GUARANTEE : Furnish written quarantee to Owner for a neriod of one year coverinn ail defects in C. IATING AND VENTILATING YI ■1 YL ■ w■i-Y material and workm%nshin, Should any trouble develop durine this period due tn � -- deflective materials , or faulty wnrkmanshin, the contractors shell furnish all necessary 1 , DUCT WORK, , 1 labor and mato!rials and correct the trouble :►romptly and withcxt any additional cost to All duct work to be constructed in acco,dance with Lhe 1559 or later ASHW_ Guidel- the Owner, tr Uniform Mechanical Code (Volume It of Uniform Buildino Code, Table 10•A ape 10-8) Fabricate all changes in direction, both horizontal and vertical , to neemit easiest f 8. MAINTENANCE AND OPLRATIQYI INSTRUCTI(ViS: air flow, usinrl full radius bends , centerline radius enual to 1 1/2 times dont width , or fixed turnin4 vanes in square elbows, The vanes shall be double construction air 1- A. Contractor shad prepare and submit three conies ^f ot+eretini� and raintenenre foil tyne. Hang all ducts securely to buildirm in such a manner as to prevent trans- y instructions board in black leatherette three rine loose-lea ' binder, mission of vibration to structure, Tape all ,Joints, '"1 ? B. Instruct tthe inyner'', representative in anAratlnq system as w0l as mRintenancc of rquinment. 2, FAN FLEXIBLE CONNECTION: � Provide Flexible connections between all air conditioning equir~t openings and sheet L. A1) er>uipaoent shah be marked with a r,�rr�anent nameplate designating their function. metal. Connectors shall be two to six inches wide as r wined, of 30 Dunt! YeNtglass 9. INSULATION: or equal . The maximum distance betweernduct edges shall be 1/2 inch, Connectors shah be U. L, labeled. A. Insulate all hot ind cold water pipe above nrade with 3/4" Preformed fibernlass 3. VIBRATION ISOLATORS: insulation, 14`11 a kraft jacket reinforced with flbernlats strands. Self•sealine Ali units shall be isolated to nre4tnt transmission intn occupied sPat,r. , i )at► .ioints, Vapor barrier an cold water pipinr, only, livens Carninn or Johns-Manville. B. tine s11 putts located outside with one+ loch thick acoustical4, AIR-CONDITIONING UNIT : duct lining as 4 , � �, Night, pyyr� �q 4�roVeE; manufactured by Ji*ns-tlanville, Gustin Bacon, or Fiberglas, Lininn shall be attached Famish and instal farrier , Lennox Da & Iii t General Electric, packaged rooftop heating/air-condi tionin4 units. Unit shall be co�lete with supply ee to sht Hiatal with Gramkeld welding Wins, Net inside duct dimensions arra sponse on fan, h*atinq section, low ambient controls for olreration down to 45 outside, crv*- �. drewinRs. Inswlete ducts ir. ceilinq space with one inch thick glass fiber. Duct y glass fiber filter's , roof mounting and curb may be lined v fth orae iwch thick acoustical duct linins at contractor's option. Cas! heaters , Dent inch thick threw awe Net inside dOmenisidwns shown. controls. Provide combination suoply/return diffuser. step dam iype for manufactur;nq area. 10. BALAii9C I NG: Atr quan ti ttis sh a i 1 be ad.i us ted to o rave de a van terr+ne ra to r^os between all rooms within S� UNIT NE ATE A'S: I 2 of tharANtat setting, Ferrreish asap install RExnor, Sterling, Trana, liastinq& or equal AGA approved gas fired unit heater complete with fans , adjustable louvers , and controls. B. F f TNG 6. IM EXHAUST FANS: '40 Furan sh and install Cook, Tin, Pace, Ext tai ro roof mounted exhaust lams ce>mplete with I 1. PIK AND PIPEFITTINGS: direct drive motor mounted out of Airstivam, vibraticm isolators. Aird icnm be*. Iostollation: Install uniforms in all non-flanged pir+e connections to apparatus and draft damper and disconnect switch. stiacent to all opurt,enances requiring rlmval for servicing, to located that piping 0 nada be disconnected without disturbing the general system. I�rovirie dielecf�ic couplinels, 7, GRILLES N*4D REGISTERS, uafems nr flanges between galvanizedsteel and copper pipe or tuhlrag. Krueger, Tuttle 8 Salley, Carnes , Hart b Cooley or equal. 2,, PiPIifG MATERIALS: A. Coiling Trensfer Grille (CTG) : Carnes Model No. 6295AN, All pioirm materials shall conform to plumbing code, B. Floor Supply Registers (FSR) : Carnes nodal No. CS-40, C. Ceiling Diffuser (CD) : Carnes ilodel No. RCCA 0. CeiIinq Return Gri Ile (CPG) : Cannes Model No, 6MAN. A. Mas�Ze: Underground To Five Feet Ou'side Building; Serviceaeigi►t east irons E, Ceiling Exhaust Register (CER Carnes f"rydel No. G290AN. Underground Five Felt Outsider Buildino: Bali b SniRr�t ct�rncrs:m sewer nine F. Sidewali Exhaust Register (En�j : Corneas Model ran, 65Ai1, with rubber ring type Joints. B. Vent: Service weight cast iron. G; Sidewsli Resturn Regist-?r (RR); Carnes f*41 No. 600H with fusible link fire 4a nr . ' C. Storm: Inside Buiidinc;: Servlet weight cast iron or galvanized steel . H. Sidewall Return Grille (RG) : Garner Model rip 65061. Outside buildinn: Bell i LS: wrap No. 50, 10 aril tape, CONTROLS: concrete -tower nine witii rubber-ring joints. D. Domestic Slater: Underground Schedule 40 rlalvartiaed steel double wrarined with Scotch- B. Fur�TRO and install all controls as required to operate system. Above Cround: Schedule 40 galvanized steel and insulate. E. GU : Above (iround: Schedule 40 black a Leel , AC alai is : lar voltage room slat with heat anticipation and automatic changeover. Selow Ground: Schedule 40 black steel with welded f1ttint?%. Hrap with Provide tw;erproof cover for stat. Fan shall he: wired to run continvow, Scnichwratr N0. 50, 10 miI thickness, protective! tame applied over nine priantr, Unit Nesters : Loy voltage stat. Stat shall cyclo units to maintaiM setting 1'rovidie 3, CLEANS OUTS: swomer fan switch. As requi red Dy code, 9, GAS FLUES: 4. MATER NEATER: Metalbtstas or equal Type 8, code approved flue with fleshinq cent +pfd top. Furnish ad install National NRG-52, 52 gallon, 4000 W unner, 4000 M lowor, glass lined, U. 4.. approved. Republic, Rudd or approved equal. P"IT V S�t��b�W 1�,,, �"+Y•: ZP ZWt my ; Ab 1 i _ _..... .._ _. .. ,.-. �__ .ter '- «•-� 1� ... .,,, .,-, �,, ;�"""'_`"ti1�„'c.� iill i�.l� i i iii 1int i� i�i� i iii Iiii Ii�i�i eI l _.r..Y._..__. _ � NOTEIF THIS MICROFILMED l DRAWNIS LESS CLEAR THAN 5 ) 11 ....._ W.�...,,,,.�....,.., THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL E Z SZ LZ Z 4Z ►Z Z Z IZ Z 81 I I LI 9I I t [ EI I _ 11l _ I 8—r8 L Sl iti $ L ! a .ls DRAWING. I���►rI��� iiliiiiliiN �ai� i�iili�iil,iiili�ii iiiil�iii ii�iliiii►iiiilii�i ii�ili�ii ii�iliiiiiiiiiliiii iiiiliiii �iiiliiit iiiiliii� iiiiCiiii L J UNE 1 1990. , � uNr�aM W 3 n�Fe E5 5 \vr 5. W. 5A►JO8wkG ST. Z n.55oclAT�� Ul d i� NJ I •TAAA K I K4 `� z d I S AC- 44.1 G44.1r G FC C (7,1 A -- ---I ° L i N �...� I (� CEILING FIXTURE V+I't'H QOTLET II CEILING FIXTURE RECI;ASED W WALL MOUNTED FIXTL11tE WITH OUTLETT d I F�----I FLUORESCENT STRIA' FIXTURE &I �]� 3 ��l FLUORESCENT FIXTURE, TO SCALE WITH OUTLET z 1 W ® EXIT LIGHT WITH OUTLET WITH ARR*1',v5 AS INpIC 'TED INDICATES -)UTLET OIJ EMERGENCY CIRCUIT Q « '7 SINGLE POLE SWITCH ` 1 _______.__ ___�` " - -7-�•----- - �L l— = DOUBLE POLE SWITCH / 3 THREE WAY SWITCH Isa SWITCH WITH PILOT LIGHT D(T'LEX RECEPTACLES Fl,i,SH FLUOR RECEPTACLES V'-60R PEDESTAL DUPLEX RECEPTACLE ot COMBINATION PEDESTAL DUPLEX RECEPTACLZ AWO � 4 TELEPHONE OUTLET WITH FLOOR BOX SPF;CIAL PURrGSE RECEPTACLEAS NOTED �f - �I SPECIAL PURPOSE OUTLET AS NOTED O � w jl� TELEPHONE OUTLET IN WALL J � 100 TEL)SPHON E FLUSH FLOOR OUTLET j 01 r Lk PH oN t rL oat' VeV9SfAL C UTL C' (.� JUNCTION ?OX WITH BLANK CW3R CLOCK HAisGER OUTLET 5.�n(. ANr?BU��o �11(K'EE (D THERl409`rAT TIME SWITCH AiVINtbNO ATE pLaN '�' _ rJ cy FUSED DIB'YJNNECT SWITCH WITHDUAL ELLM$N'r FUSES SIZED AS REQUIRED DRAWN ■Y 51 MA14UAL MOTOR STARTER „ CHELKNO UY ® MAGNETIC MOTOR? STARTER JOE 000. MOTOR CONNECTION CONDUIT ELLED UP O A t R ---. CONDUIT ELLED DOWN BRANCH CIRCUIT CONCEALED IN WALLS OR CEILING – - BRANCH CIRCUIT CONCEALED UNDER FLOOR W.F. WEATHERPROOF w+ FLFXIPLE C.ONNLCTT" TO FOUTpoo 9HNNT T I T LN 'CAIN DISTRIBUTION PANEL ...RANCH CIRCUIT PANELBOAhD TVLEPHONE TERMINAL BOARD ELECTRT(7 RASEBOARD HEATER ' DOUBLE DU!)LEX RECEPTACLE menu _ or NMI III III III III III III IIIIiII SII III Iii I I Illllli III III III III III I II II�III III I I III III III III III � ' � III I I I I i I III ISI I� I III�II:lII III � � � IIIIIII III III f� lllll ..._r_ _ - • NOTE: IF THIS MICROFILMED I I I12 DRAMING IS LESS CLEAR THAN ? � THIS � J .Ir. ' NOTICE, IT IS DUE TO _ _ _ THE QUALITY OF THE ORIGINAL - 6 i fi G 1 T t [ t i t I l T 8 8' ,G 9 �9 ► E Z lul DRAWING. Z � I ZZ Z i i i I�Il IIl � � llllllll I��illlil Illlllll�, III lill IIIIII�,�I lllilll IIIIIII llllhi It! m l � i ,lll Illllllllllllllllil IIIIIIIII lllllllll IIl NE JU1 19 7 �n 4) JT II � L!►8��. __ G� 77-eep y oo c M � B` 3.1...1 . t. �A r L 2 ,� ,�+�'' .4 �•...._� 3. Ifi. 41. t r C I$. IR. 15. 14 �- - -� M � 2 10 �- 0 ZO. IL. 15. 17. 14. 14. I I. , in 0 u a w A 2 Z ro. I 4, I `I � L- 19.21,23..25. _.� X114"C. .................. . _-- _ . _ r _ 4 -- t r -�► �; �' . Z!. 21. Zl. h '� I I �- 10 1 - L.. I � 0 10 1 - -- -- / .� II I ` U zQ \� �° u - 19. 19. ! 4. FIR,ST FLOOR X 19 H TI VPL AJ-,� c 4 �.�_r...w _ _ c v4 A w fw my 1 1 o N a t� o my .•. .� _ s I J':": .lI.L.A.:s:+....4+ .. �. .,, �. :- A{ fll!111-:{ ; i�iu-:..':_ .� N d. _ r o A'1r o 51. �r8146INT TITLIN M ZZA; now.,111r.1l_,�1 r� E2 y�I AO�I�t 1 P\Ill.l��l'!1 MMI•w• I.N -_._-__._. ._�--.�._.`._ -.__-�_._..__�_..__-- --- .1 < _ �., ... ter.. III III III III III III III III III III III III III III III III III III III I IIII III I�1 I � III III III I I III III IIS � I IIS ISI � �� III I�: Ilt J � � � � I � � � I � I � IIIII � I I I I I I � I i '�'"""�'�"�---.-__ _-__ -_ �r,-__ � _. PW OWN NOTE: IF THIS MICROFILMED DRAWING 1 LESS S L_.,S CLEAR THAN , THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL £ Z 8G7IL131r, I GDRAWING. I !Iilll Ilillllll Illlillll Iilllllllilll!III'iillilllill I IIII I I I IIII : ''�' I I I I�IIIIIIIIIII►I ,� IIIIVI I I II II i II II II it�l I II I VIII I �IIIII,II IIII IIIIIIIII IIIIIIIII fllllllll IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIII,IIIIIII IIIIIIIII IIIIIIIII IIII�IIII III IIII JUNE 1 1990 t (2 3 , 4 ` ' �) 6 7 of �'"-�� TELE FJI�1 JE TEAM:;J�41. � testi i �p ICT!tIt�UTlon; �. 411PhJEN ORSOON I �� l NJ w Now 0 � Q. 0m - -- , w Q 20 "M •ae d1a R.iM 'ae im = =. -MW VMM ,W rk Xr�- ­r­ -Q la Lp s f Mop T db SL F � •�' I FIRST FLOOR PLAN Z—>L, 1/13' ,h14 r Z w _f movisloNs (7D � \ owAWN ■Y ter.,. "�s;1 I ®NAOKI�Q NY h M I _ 7- ion No. 1 1-L rwi . i OATS i E __ _._.___`_ __ I _� _._ _—.__ ....►�r_.___ +- _ err_ '_ I � ."W'wrrrrA�rr.rA•-"- --.,+...+..... 1� EZ .-.-Z — !A!\ 1 �+ `�✓�J l.. PLAN V ``'' _._d h•M U T T 1 T L IK IV .r E3 � op Re a • nor 1 IIIIIII II � I � I � � I �IIII IIIIIII � IIIII � VIII � II � II � I IIIIIII II � II� I � � I � IIII IIIIIII � I � I � I III SII � IIIII � � II �IIII � � I � III II �� � � IIS � I � I� I IIt1J�.III I I � I � � I II � II � � III I � I I � � IIII ..._` �,,.+r-.-.,-•.•_...___.. _- ---- -- _. • "^". ` -_. ' �-� �.�^ NOTE: IF TH f MICROFILMED 1 L- -- I — I - -1-- I 1--- I I I 7 L I R •L I ✓ 1 I I 1 1 I I l.fir DRAINING IS L_I :,S CLEAR THAN � ---- - — -- -- -_- L —�- --- -�------�� THIS NOTICE, IT IS L)UE TO _ —T THE QUALITY OF THE ORIGINAL ►TZ - f.'IZZ__IZ Z 81 T Li I i Y [ t j It I 6 i tl1 L g $ a tr M DRAWING. ILII lflllllll IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIII�IIII�IIIIIIIII�IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII, iIIIII IIli�llll II((IIIII IIIIIIIII IIII����� IIII�illl III ILII !I I I I II p9 *7 I I IiIII L ILII III I IIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillllilllllllllllllllil( I(I(((IIIIII�IiIII Ej 090 N N � � ❑ SURFACE a2�1 Q 1 1 1 PANEL � VOLTAGE 120 /ZU�V. �' N. - nk6S.11M � FLUSH DEti3CRIPTION! WATTS 0 0 WATTS DESCRIPTIUN NO t 2 X200 3 4 .06) l- 5 6 140 0 1 14 r✓0 7 8 1 DDD 10 0 9 10 L 1400G 11 12M L- ;000 13 4 0�00 L W w _ IGGr 15 6 a00 fa 700 17 8 14 30 �_ E X k-,L_tT FAN 1/3 N (XI 19 01 1 63LJ L ExHP•U T FAN VE P P 1 1- 2 C 3 4 fis 5 6 27 281 9 'L-- 301 1 32 di 33 --34 � � P 5 6 � � � 37 38 2 z d 39 0 (4 2 13 1 2 Z TOTALr TO"AL 0 PANEL TOTAL WATTS OR AMPS. z BUS n N n MAIN B "• LUGS QNLY n " NOTE : wt" b 1v : ALL BREAKERS SHALL BE 20 AMP , 1 POLE UNLESS VOTED OTHERWISE, "L" DENOTES LIGHTING, "R" RECEPTACLES. a } .. SURFACE PANEL . VOLTAGE 20 /un ciV. 5p a ❑ FLUSH DESCRIPTION WATTS 001 WATTS -MCRIPTION 4 t1 13ZG 1 2 -62G Z L i 2G 5 6 13Z0 ZW , 7 8 I LZ© Q y 10 1 7'Z-V �b I ZG 1 21 1 '15ZG' L ix2U15 16 1320 L NJ Z ` r d L 13U 7 18 L I I la 19 201 1 3?o z L 1152E 2 p � L G' 23 4 L- F TIME G L/ll.�K I P6 20 25 2 6 OUTS,L E LTco. 14000 27 28 Zt 9 30 1 32 3 34 25 6 S 37 38 a 39 40 42 TOTAL TOTAL rye (�{j/• VJ ►r N PANEL TOTAL �r , WATTS OR ,Ar PS. SIZEn N "► "" .r+j1.�i1i...il�i�ii n u NOTE: ALL BREAKERS SHALL BE 20 AMP, I POLE UNLESS NOMM OTHERWISE, "L" DENOTES LIGHTING, "R" RECEPTACLES. DWAWN BY �ommcxlo .Y JGis No. O T• OHN41T TOTLM Op ------------- .I tam NOTE I � Illjl IIIII � I Ijllijl � l � lll � l Ijilij' I� IIIII � I � III � L �.III � . .1..� � 1 � 1 � 11' 11 ' 1,� 1110�111�IIt111111111j11111111ry -...�.._ ---�.-- IlIIIIIII � IIIIIIIIIII � III ! IIIIIIIIIIIIIIIIIIIII� IIIIIII� IIIIIII� ItIIt11I I -. : - NOTF: IF THIS MICROFILMED URAWING Ib LESS t,LEAR THAN -�-- THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL E Z Z L Z ' Z 4 Z Z Z Z I Z Z-8 i l LTi I I li S iI I I I 18 8 G 9 9 ► Z Z t III DRAWING. I . JUNE 1 19 9 0 T ` --maw i I I I I I I I 1 _ �' • Qty I LEGAL UI:SCRIPTION OF WES7'F.ItLY 2S0 FEET OF SALEM FREEWAY SUBDIVISION ---- - -- -- 1'15 I-o II r r A portion of tract 1 .�f the duly recorcied plat of Salem Freeway Subdivision , � -�SETaGrG situated in the southee�st one-quarter of Section 1 , Township2 South R G Range 1 West of the Willamette Meridian in the County of Washington and State of Oregon,9 . t more particularly described as follows : j i\ Ri Beginning at the northwest corner of said `Tract 1 ; thence S . 88°47 ' 00"E. along I '�' ,sem- �'EIQT1'' � � the north line of said Tract 1 , a distance of 250 ,00 feet; thence S . 2o38 ' 20"W. ` Q parallel with the west line of said Tract 1, a distance of "237 . 26 feet to a ; point in the north line of :pan i►"arq Street; thence x7. 88047 ' 0oni. along / said north line distance of 224 . 41 feet to a point of tangent curve; thence . < < IMG � , on the air, of a l� . )0 foot radius curve to the right and through a central / I C.;JI ` RES �� " angle of 91020 ' 20" , a distances of 3'9 . 85 feet (the chord gears 14. 43006 ' 50"W. w � r ,�� 4 5 . 77 feet) to a point of tangency on the west line of said 'Tract 1 ; thence � � �, r pnu� � / Q �,�p i N. 2038 ' 20"E . aicn said west line a distance of 211 . 67 feet to the point of \ / I w beyinninq,, containinq 1 . 358 acres , more or legs. y G � NE � ' J m W Gus �S N Y'AL_I~LJ'�'—. --- /1 `;. I i -' �_ E ZON E 2 Q! tor• `+ FU h •' Q i� 0! W (Y LAN fp USI•= z0 E ` 1 \\ 'i t % �� �T T/��E O� 'EXFANa.�- 1 i• Q j - 4 Z 1 LU I / 1 - / Fra K I _.__ w I T - j --_ -- - _ F g h1✓'GN. U►�1�T'S t SEE N',EGN. nn._Z AIH 1 h FL_ooR AR.WA 31 162 = Ak �i i � �I � e -- I t11 ,� / •rrp I ,...� ._. X F'A N 5 I -7��. p > I - \.O �� EXNALlST fi4► ,J`,' I W 7-C)7O►L- Q , N + _ , I SEE MEGN. g Tt'P. oc Uf W Q 1 _ -�lu FIN FLFZ i l f I CL I 0 f' 241 '-ell `� ,oc �. � � a- Z m 2 ' S 1 zE f I 01 I + !ti 2sr7 4O' TC./ 5 R�rFT E D \ _.._.... Gc.:�l�I1... Z N�W G I 2K tel- 157U p Vti A L L. ~( I f I H i e - _`5u:✓>a�=Y 41 L I+-1 ryl 4c.:==.�_L..11k+471�4;-;t "'� .-N.�` L I P-4 S _ 11 �f l' '' =��. ,.max-��.��-� - 5---- L�, I�41o1 �-o a .� �. -,..�. c�r.,c A>s-r� �.A�.K_ -9 Cos z4 U ' t1 � - 1�iG. 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OO T,G, c .�.?." �` C H E C K E O B Y — - , L z--75T A5�3C.�G 1!�► !� 1 �t- - -_ -- - - \ \ RENIrwE. �X TIL1G •- -- _ _ _ _ - - - - -.. —Q _ --- --_. _ ti -- �3 I I Joe No. 4E!'-OG CURS 15 AREA C -�M �REMc7VE EXISTIK)(ff, -- - - I r- / / , I 2 C, 3G Cos !9 4 M n GK]IJC, cUF43 TN)�� qF�A / \ \ — — _ 11 _5 22. 33 -0" 1 0„ N T MI►., N DATE -- - -- 10 tt, 17 L..AN - -- - - `� \\ R00F PLAN I �,\ Vi C X11 TY MA P � I 15 ACRES _� INS E5-r'af2e LH65T TITLE � •-r ''r---- _ -- __, _�s ---- ---� --41x-'.h��� vAI.ILT - - _—, - -- ---- ---- - --�- `y I �.F711 (-WT' CWI.IER -- N. 1='r ���'\V � T CaEOIQGIA CACI FIG W Illll - *1 IIIiIllllll IIIIII � IIIIIIIIIIII ! I ! I, IIIIIIII II � IIIIIIIIIIII IIIIIIIIIIIII 11111111 IIIjIl II IIIIII � IIiII � IIII � � IIIIII �III �� � 111111 I la�lll�!IaII I il �ll � � II � IIII � IIIIII 1111111 � _.- _._.� - .�_.. , NUTS: IF THIS MICROFILMED �! � )__._ ,�-1 -- _ 4 6 7 -1+ '"T ib ,� __ _ _1_ _ _ __ ___ �_ ___ _1_ VV 11 12 CRAWING IS LESS CLEAR THAN - _.1.—_ __ ` _ _ _ THIS NOt10E, IT IS DUE TO THE QUALITY OF THE ORIGINAL -- -- - - - - ---- — _- __-- DRAWING. E Z 8 Z G Z -.-8 i fl LTIT i- [ - III �9 4 ► £ !'III llll�lilll!il�llllllli�llil SII!I!IIIIIII�II,llill�llllilllillll�lllllllll Ilil�llllllll�l!IIIIIIi�llillillllill�� ��IIII�IIII !Illlilliillllilll�lfil II �Illlllfil�lllllll I i ' � I+ II � 1 I I Illlll.�lllll!III III i�lll IIII�I,IIIIIII�IIII IIII�!,Illliflllll�l!IIIIIII II„�IIII I!►If! 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P a '� +�vU�r J'-•� +1WIND U. H, ' 1�-� iI, PSF t;A::IC' 7•U?J l: NS 1 . T.LL ETOL�`�SHALL IIAVi: PI.A'1'E: Wt►.it{ER UNUF:ft AI.I, NUTS A2JU HEADS ItEAR:VG ON :.'f�OU. , 'r'....T-L.+P 1/1/A� `- r • SFT. !�ilc' 1' . !+. :' . 1a"� 2C"'NY I I C:OTJ`JE:`T ALL JOISTS AtiU 1•E:AMS WITH HANGER JC)IST CONNECTIONS (SIMPSON OR �.' .•%''� wig•" l ,.G+, '.sJ `� FOU 14 APPRUVED COLAI,. 1 �.�, .-, UWG}SK �R ,� 1�+.'a: �-`� EA, A1•':r',�r. ' i- -� 1 ', . . O JDt.'I'? )N SIZES ARE JASLD 0,`i AN ASS.!MI:I: hIAXIMtUM 'TOTAL LOAD SEAkING PRESSUIU% 2. LEAD t10I.1:S FOR LAC It()L7'S .S 11ALL !Il'; 75i OF DIAMETER OF LAG BQLT, SOAP 'i tl rct":,1U5 -i . i l_L. 1?,F-A•K t ICA , 17. A , r • f.• 1 •t• I,r r,r , 1 , P! L_4ke_r'=�c rL � � 3•!a* C�' �`' , r ► GF ?, Oc►U L' . . E'. :.UTI FY 'tRCHITF:CT OF Dc:VIAITOtJ . • • �.At- AND TNST %LL BY TLRNI• l3 ..I .11 WF.L'NCE3 0J1.' u #,Cr T-t I ? , PY.�Ui2UA'fION ELEVATIONS SHOWN ARI; TO BOTTOM OF FOOTINGS A:'D ARE BID CLEVATIU"IS PLY OOD SHF.A,nI_x, \1' i 31, tic.LES CHA••iGUS. Lh DE:P'TH WILL FL IIA:,iDLCD Ih AC'CORDANCE' WITH TI{1' ,P�:CIP'ICATIONS . Ft F 1 .A�iI�G , 1/2" STRUCTIiRAL I . PANEL LAYOUT AS SHOWt•1 ON DKAWTNt;S. a I r ► , . • r ► r f 14 1 -.� 5A. E�1: Gr L J. ALL FOOTTIJGS :HAL1. 131: Fm:NDF'D Citi t NDISTUR13L;D 3011. '2:111: A MINIMUM DI.P1,1{ OF SE1» ,tllE:Dl'1.F: FOk .Jr.II.IN �_Dt'�P I ` IY I� u"1✓,.-� �N ��=- I I I ? .�/�,, ,�` _�. _ �.. t� L r, ,- , ► " L r 1 �RnU'J is F � . MT'.zLA.tiINF SUD FL(:OR: IDENT. 48/24 3/4" THTCK • STAGGER E14D JOINTS OF { ? .• i -6 L'<r.,OW LOT41r5T ADJ.,I F.2J• FItil.. Cr+ '( -nRIC; Nr�►. 1.,. i �,�,�- P W�F I IE`'k:R I;i LUPi1;R, L;NL. T ADJACENT PAINL:LS. SFE SCEi .I,ULE Y'OP !JAILI"JG. l' • ;.�= FSS 110. FD OTH}'.it.dI.fi: r # • i �' P(?.-1� _ ,I�i1=,,..'L pPf31.:11�C• � r 1 . FOUNDATIOU TNICKNESS}•'.ri INDIC.A,1:U ARJ: MINIMUMS. NAILING SCHEDULE 1 I Fes.I ,.� �`; •� - - -- i � Q _-.- ._�__.__ ,. _ r' 5 . THE LAST 3" GF SOIL SHALL BF kLMUVFb BY HAND TOOL OPERATION TO NEA". LIil1S . � R(1 F I'CKTNG TO SUPPUEtT;:: 8d COM2dOld �+ 6" AT E:DGE:3 Pay ' i N , '. --- `-• G s -G I•M.. G,L c �• ., •, r I • 8 d COMMON N 8" AT INTERIOR W �� ( � PUCE �" -- -- - --� 71n • ( 6 . BOT'T'OM U. FOUNI.ATION. SHJ\LL NO. SLVII, . ICRE TITAN 1 V RTICAL n 1 E�! I «C►.+fAL. i • --*---'-""-�� L =t -+--- 7 . .JU F.)(t'AVATION SHALL 131. MADF BELO AJY t't)0 inic, LLoc,,Ep TiiA:i 1 TU � SLOPE. 10d COMMON C� 6" AT LEDGERS � ( � < it.u` " �' .., i:• • ' r �' 8d COMMON 0 6" AT EDGES W � � �I i F h,SH I •� rte• \N 1- 8. YTLL UND..R SLABS SHALL BL OF' SUITI.LII.F MATURIAL FOP I kJVIDING A FIRM SIrH- M.UZZA..INE Si.ii FLCIOR: j -aD - �' BAS:. ARID 'ti .L u:. OF AC C'CPTA1tLF IitPUR1'1:D i;RA,JLLAFt F'I1,L IF RE" UI ICED. ALL 8d COMMON P 10" AT INTERIOR r, t~ } ► S AI , -- __ 4tq VE=T �, --•r FILL SHAi.L FE PLACED U44IFORMLY IN 6" MAXIMUM LIFT:; &ND COMPA::TCU 'f0 950 MT:ZLAE�iTNt: UI�DT RLAYMF.iIT: 13d COMMON � 8" A1' EDG1:S A'dD � N I �� L - i �� r -� /� ' ( 1Z1^�' ..2� ��'� Y a x .,. c m INTERIOR {� �x.�-T h;✓ ^ I j Q•G. ��,• �'„_r7,� =.�' / MINIMUM OE MAXIMUM DE`.;I7Y AS Ui" .ERXIN..D B1 .NL: STANDARD A. A.5 .H.C). P,I .tt0 W N T ' I /' I '�`' ' ' c ' JOIST TO SILL OR GIRDER, TOE `JAIL 3-8d � � � � � �, I ��y� OF :,OMI AC1 l U!d• fOF'I' �1a0'I S SI{AI.I. I.E RE.'•tL�L t•.G AIJ.� ItF.'C:OMPAt'Tf:D. i { <3<3'"t=E,_ i t ham-- �1 I, .._. !rte._ . - ___. __.- • --_- _ i..-1 - BRIDGING '1'O JOIST, TOE NAIL EACH END 2••8.-3 _ `1r-+!=!�F �'= � TO ���--•-- (;; -_-_ _ COyC'Rl:'I'1~' S0L>r PLATE TO JOIST OR IILUCKINC,, A �i -CONCRETE EXCFPT PILASTERS P_'ID POUR-STRIPS SITALL Df:V1:LUP A MT.":I."i; ? 2 W ' __�:..._.. !Lf 28 FACE.. NAIL I)AY C:OMPRLSSIVE- r .� I PILASTER AND Fr.A1R-STkIY TOP PLATT: TO STUD END NAIL 2-16d w 1 CYLI:Vhi.it �TRENG'I'il OF 2 500 P .,. . 1 CONCRETE SMALL DEVELOP A MINIMUM 28 DAY COMPRI:SIVE-C.YLINDLR STRF'Nr;TH OF STUD TO SOLE PLATE, TOE NAIL 4 8d G :2M O•C. 3, U(?0 P . ,. I . DOUt3L.ED STUPE, FAC}' NAIL lbd 24" O.C. l z 0.C. SLABS ON GRAVE SHALL BF: PLA(:FD WITH A :,OW SLUMP ANI) SHALL HAVE A M', •J1MUMi DOUBLED TOP PLATES, FACE NAIL 16d @ 16" O.C. O 1 I I ► ` • • • • • • l 2 - 5 !�'- L..-�P 'I COMPrX: S,VE STPENGTH OF 1 , 500 TIS , AT 28 DAYS. SU-14S TO BE POURED TOP PLATES, LAPS AND INTERSEC,TIONj , T I '. Y `� I -- ": I{-•f"J ...-a APPROXTMATI.LY 24 x :4 MAXIMUM ARIA. PROVIDE T}{IC.KE"JF:I) A:JD ri1 YlwD 1'U�ikS A'I' FACE NAIL 2-16d ci a ID ♦ �- _ I T✓f� . t"�'�TT�IIFI JOINTL5. REINFORCE WITI{ A MINIMUM OF 6 x 6 6/6 W.W.I'. CONTINUOUS HEADER, TWO PIF.CE:S 16d �? 16" O.C. ALONG EACP r.DGF' N I 3 . A MINIMUM OF 3 CONCRETE TEST CYLTNDFRS SHALL PC PROVIDED FGR :,TACH DAY 'S CEILING JOISTS TO PLATE: , TOE NAIL. 3-8d 51 7 - N. POUR ,AND/OR 50 CU YDS CYLINDERS SHALL BE TESTED AS FOLLOWS : 1 A'T 7 DAYS; CONTINOVS HEADER TO STUD, TOE: NAIL 4-8d � w � l� E/5 "o �/A ro • � Z '�- I JOISTS, LAPS OVER PARTITIONS �� 1 AT 14 DAYS : 1 AT 28 DAYS. CEILING , �Alzicr5 - >3E. �G A '� • I �� COQ . H L BE N � o ANCE WITH ACI 318-63 FACE NAIL 3-16d . . . � HL pL.l L� - ♦ -� ♦- u 4 . _.. JC Ra~TI NG ME TF{ODS , FORPT. AND .�HORL5 S A L I ACC RD � II ♦___ �'d_ I �(1, LATEST ET)ITION STANDARDS. CEILING JOISTS TCS PARALLEL RAFTERS , • 5 . AT AREAS OF DEPRESSION AT SLABS PROVIDE MINIMUM THICKNESS OR DEPTH AS NGTlr:G FACE NAIL 3-lbci '�' _+ } FOR ADJA'.'.E.NT AREAS UNL::SS OTHCRWIS£ SHOWN. RAFTER TO PLATT?, TOE; NAIL 3-8d iy VOI✓ - ------- Par✓ - - ----�-+ +_ E . ALL C ONCRETE FOR PRECAST CONCRETE: WALL PANELS SHALL BE STONE OR Exr ANDL'D BUILT-UP CORJFR STUDS 16d ? 14` O.C. � � Q (� 1 -P- -- - !' •r� =� `�"'�' SHALL CG'�CRI:TE AND S:i�.LL DZ;V>rLOP A MINIMIt.IM 28 'SAY COMPEL SSIVF:-CYLINUF.R :;1:NFRAL ,, �1LPJ5IUNS ANDD Z Vs1►RIE�� - 86e1 BC..}- 0C_> .IL� S. R}:NGTH OF 2 , 500 P.S. I . T-. G�NERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DI: �I� _._,__ _ ♦ 7. PANEL LIFTING SPECIFICATION CONDITIONS (INCLUDING OPENINGS) WITH ARCHITECTURAL, M.ECHANICA.L ANt� 7c�?'�P.)��R�R V. CT-ATI. R�k:QUIREi INS��:RTS, RLINFr1RCEML:NJTS , LIFTING ELEC'.TkICAL DRAWINGS. 3 F„ � �j/ �'ti' 2 �C�JTI � G Q ��" !`I !�T 1 -- �'`I �� ANCHORS , ETC. , INCLUDING ADDJTIONAL RE1.1FORC1::MENT, STRO14GBACK OR 2. SHOE' UPAoVINGS SHALL BF: FtE(JUIRED ON1 Ttl;1"JFORCING STEEL, STRUCTURAL ST: TI L, � Z G - ----- OTHER ITEMS REQUIRED POP LIFTING OF PANELS . PRECAST UNITS AND PRECAST CONCRETE UNITS, A_ND GLUED LAMINATFD MEMBERS AND SHALL BE APPROVE, � 0 c �GA`� - CONNE:CTIOINS ARE DESIGNED TO SUPPORT ALL LOADS CONTRIBUTED BY THE PVIe)R TO FABRICATION . 4 O, FIN ISHF I) STRUCTURE,. NO DETAILS ARE INCLUDED TO PROVIDE ADDITIONAL 3• THIS STRUCTURE: SHALL BE ADE UATELY BRACED FOR WIND LOADS UNTIL THE ROOF -ri � I If ' � -.•��� SUPP�iZT FUX LIFTING, PLACING AND S1iORTNG OF CUMpONTaNT5 . Q B. LIFTING AND RIGGING M.ENTHODS AND PROCEDURES TO INSURE AN UNCRACKED A.ND WALL UNITS HAVE FiEF.N PERMANENTLY ATTACHED TOGETITER. < lL- 1P T;r-c' AROU'�ID PAivEL AF`T'ER ERirCTION ARE 'i'ftE RESI'OiVSIEiILITY nF THE CONTRACTOR. . f ► c ► 4 . ALL CO.JCRETE CO!�STRUCTION JOINTS SHALL R£ ROUGH TEXTURE? ,,TC'i'Ft 2X FE:Y� AT UI I : � S �� `,E _..I��LS. ALL ARE TO Bir BASED ON CONCRETE STRENGTH AT'TIME OF LIFT. CONCRETE: CENTER OF WILLS OR SLABS. CONTRACTOR SHALL OBTAIN STRUCTJRAL ENGINF.FR' � U } / t COMPRESSIVE STRENGTH AT TIME OF LIFT TO BE 2 ,000 P .S. I . MINIMUM. APPROVAL ON DETAILS OF ALL CONSTRUCTIO"I JOINTS PRIOR TO C_'ONSTRUC'T7nN . COST OF TESTING TO DETERMINE LIFTING STkL:NGTH IS Tr` Ei)r F'AII) RY W Z ` CONTRALTO Q R. I n 4c i CONCRETE REINFORCING STEEL � rp W A , , O t E SHALL CONF0:tM Tn ASTM A-615-60 SPECIFICATIONS EXCEPT _ -- -- ��/amu 31/2iix If�¢II 5....L FOR FIELD BENT WALL-•SLAB DOWELS TO BE GRADE A-615-40. -T'L�t�l= GOL-'J,ti1N. 2 . REINFORCING (MINIMUM UNLESS OTHERWISE SHOWN: ) 2 21-011 M!N 21-- 011 MIN. 1 �, ! ;! r II A. REINFORCE ALL WALLS WITH A MINIMUM OF 1/4 of 1% STEEL EACH WAY PEE: TTT - --" �Izi!-�G x� x S GROSS-SEC'T'IONAL AREA OF CONCRETE. N j f Z II X 1 Z!I A•�• A. PLACE 2 115 CONTINUOUS AT BOTTOM, TOP AN AT D 1•SCONT INUOUS ENDS OF ALL w N �� P �... �. N 114. ►2G.� 'TG F!,-•1. F'1..f2. WALLS. (1 C. PLACE 2 ' -0" x 2 ' -0" BARS AT CORNERS ANI) TNTE:RSECT IU2JS FOR WIJ LS EQUAL IN SIZE AND NU. 1 �� �, � 'KI3ER TO E{UkIZONTAL RIrI'VFORCING. . . �----._.___ - . - L �• i D. PLACE b4 BENT DOWELS 1 '-0" x 2 ' -0" AT 3' -0" CI.C. F JR SLAB-Tn-W^. L 5 - - ` � �`� �� t : • -- E. .SE T O A SLABS ABUTTING WAILS, UNLESS OTHERWISE, NOTF:L). . 2222 CO2J C I N T ALL QI�,,A T�Q +�, PLACE 2 45 x OPENINGS + 4 ' -0" TOP AND BOTTOM, 2 45 EACH SIDE x oPE14ING HEIGHT ♦ 1 -6 , 2 #4 DIAGONAL BARS x 4 0 EACH CORN- A', ,11 . 4r,�LL OPE^:I1JGS. : F. P LACE 1 >' . �4 x 4 -U I)IACJNAI. COkNI:R AAPS AT T;I•.t.li CORNER A ' rV L .'...1113 C. 5 �•..,�LG� , CO(�T1" « � OPENINGS (OR AT ALL CORNERS oR OPENINGS OVER 12" IN DIMENSIU;J , T. ,_ - - 3 . ALL t-IELDLO WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATIONS A-185-58T AAD ` _ ! TO BE FLAT S1ILETS . •�- r f I r ALL REINFORCING STEEL SHALL ISE DETAILED, FABRICATED AND PLACED IN • i �} j ACCORDAPICE WITH ACI DETAILING MANUAL 315-65 . vE_:cz " rW A. ALL HOOKS AND BENDS SITALL "O:va ORM TO ACI STANDARDS UNLESS OTHERWISE /ALL 7 ese (; I2 J. G.- SHOWN. 4515 -rev � P��� B. ALL RLINdFOPCING STEEL SHA',L BE ACCURATELY AND SE�:VRELY PLACED. C. REINFORCZNC; STEEL SHALL NOT BE 013UT OR. DISPLACED FOR THE CONVENIE'NC'E: � .,,,. r Y �E Ft�:..�f'•tD- OF OTHER TPADES . - -IVIG P�.D D. CONCRETE COVER SHALL, EST; 3"t 1/4" AT BOTTOM OF FOOTINGS. F ~ FGZ�'� ;`-IG E . C:ONUti:T SHALL BE PLACED BETWEEN TOP A14D BOTTOM STEEL IN SLABS. • • • • �j��� 2 F. MINIMUM LAI' SHALL Tit' 36 DIAMETERS OF LARGER BAR. y PILASTER REINFORCING: UNLESS OTHE:R.WISE SHOt4N, TYPICAL SIDL•' AND END WALL PILASTER TO HAVE 4 #1 VERTS . AND 113 TIES AT 12" C.C. P:30VZDE DOIJLiLI TIES AT TOP AND BO'TTC)M OF PILASTERS. EXTEND 2 INTERIOR BARS TO 1-1/2" CLEAR ._ ��+- --r ��---- ��--••�-� -- OF BEAM SEATS. EXTEND 2 EXTERIOR BARS TO 1-1/2" CLEAR OF 'POP OF WALL. - �� '� `_'� i C.�✓�... • �� LAP VERTS . 2 '-0" WITH FOUNDATION DOWELS. PROVIDE FOUNDATION DOWELS SAME SIZE AND SPACING AS PILASTER VERTS. AND PROVIDE; 6" MINIMUM HOOK 3" CLEAR . T4, I L- 3 AT BOTTOM OF FOOTINC'. �_r__-_-_ _ I STRJC'TUP1ti. STEEL. 3 I 4 X ' a!�i�hi.71'Lx , GAEL SlIALL, !3E ASTM A-36 DETAILED, FABRICATED AND ERECTED IN ACCO RDAN', WITH AISC NUkNUAL, SIXTH EDITION. `1,�`,,�.` ��.I.�,y X11 _ _ 511Ks!"K y,�,!1 L W� 3;�0 � �X �n I - � g3,*Il,�q �:�� ��� ��L ALL WEI.DItJG SIiAL1. DE DOtJE AY CF.RTIFIFD WE:.LllE;R5, IN ACCORDANt:>r WITH IIA►''1Cr-I�� .��. C.�. } O,G. L- MINIMUM AWS SPECIFICAI'IOTiS . pCe�O �1.{rj� �S-' II c;I 3 I; �� 3 . ALL CONNECTIONS SHALL BE MADE WITH ASTM ,'1-30 7 FiOLTS AS NOTED ON THESE REVISIONS f4 {� ti \ti' '"+-+ •� �� DRAWI;VGS . qtr C� - \1 g" +-• ,:)__F. • - --7 CLUE I.;,,MT.NATED MEMBERS I"- A . D LAN ATI:U MI:MAF RS SHALL HC OF 2 ,400 Gi'.ADE, DF:TAILEll, FABRiCA'TED -:3E oR ,�wN eY 11•E.(-"Y?) '� - I -- j 2J ... ' i ce. . AtJD ERECTED IN ACCORDA`iCE WITH CURRENT 11WPA STA.NDo%.RD SPECIFICATIONS F(�R M I , r o /\ ♦ ;' �' II ;��'�!`',G1,C C GLUrD LAMINATED DOUGLAS FIR TIMBER, EXCEPT GLUE LA.MZNATED COLUMNS WHICH H E O 1 f (� / CNECKEL] BY _ •• � SHALL i3E OF GItAD>✓ 1800 CONFORMING 'T•O A. I .T.C. 20J-"0 COMB. t2 . `, �"''TZ!'� AZO/JIJD '�EVr:ST(.tL r.. 158 STRESS INCREASE: USED F'OR UE:AD LOAD PLUS LIVE LOAD. _ -►� 41 -- 5EE FtQ . ---t r�'" 1 11. 2.5% STRESS INCREASE USED FOR FULL UNBALANCF,D CONDITION. .)O B NO . -' ,� ALL 01,%JE.D LAMINATED M;E:MBERS SHALL ESE NOTCHED, SHAPED AND FINISHED IN 1 7 'a ' 73 � ACCORDANCE WITH PLANS. FABRICATOR SITALL C(X)RDINATE CONNECTION DETAILS DATE PA.��iNG Crl a!I - --- I - �•�'�`� ate'~�'} --- I s� I WI`11 MANUFACTURER OF FABRICATED CUNNECTORS . .L'-f , , 3. ALL GLUED LAMINATED MEMBERS SHALL. ITE FABRICATED WITH WATERPROOF GLUES. - Ca-,� qtr; ►� ,'f;, 4 . CAMBER BEAMS TO T RUL STRAIGHT LINES UNDER 1-1/2 TIMES DE'.AD LOAD, EXCEPT �F'L�►! I--� _ AS NOTED ON DRAWINGS. 15""��1 G-'1.r F2,J,�..- t - CSL- . =S�:•S,� = 5 CERTTFICATES OF INSPECTI'`"I FROM AN INDF.PT;NC)E:NT TF.STiNC; LANORAI'OkY SHALL ' ' __ --- -- r-•- ..711 _ -. �_ ►1 ` (rl (�. L�._e HF PXQUIRED, OR A. I .T.C. CERTIFICATE. 1�I.-al LIP`�G \/� I j� ©. G. 6 . CONNECT ALL JOTSTS, PURLINS T7 Eil;AMS WIT}1 STMP50'V STANui�,r' tI- ?'RAP HAYGT'I-3 Y\;G►LL- C Fi� - Ik V1I C L T�P�, 'TO DEVELOP FULL TOTAL LOAF` REACTIONS , UNLESS r_YTHF.RWISE SHOWN. i r`� � � �,{ FC�I,..;I� I(�! ?,_,.-�C�• ��A� �� -�- SAWN LtJ M13 E R i I 1, T, WOOD SHALL Bir COAST DOUGLAS FIR LUMBER 1 NSTAL,"m AS REQUIRED 014 SHEET T I T (. E -�� �_� ''�-• I' NAILING SCHEDULE ON PLANS AND DE:TAII S AND IN SPECIFICATIONS. 2 . GRADING SITALL bL IN ACCORDANCE WITH W.^.L.$. GRADING RULES 116 FOR DOUrI,A:� � 1 •� �"• _ II FIR, 1970 r•:DITI42I . _ -~ • 6 x 14 PURL INS : PAP. 130 , DFNSC 11, fb = 1550 6 x 16 WALL LEDGERS : PAR. 1 30 , 11, fh + 1350 11 411 • • POST' AND COLUMNS: PAP. 131, DFNSI: 1711, F.O.H .C. F. - 1 , 700 ,000 _ _ -----, lr• • It()Of' F'EtA!y{ING: 2 x 4, PAR. 124 NJcf. 2 , fb 1450 MIS . �`- �c LIGPT r"AMING: CONSTRUCTION GRAI L , PAP. 122 • - - 1 STUDS : STUD GRADE, PAR. 121 1 ' �� A r �-� ---r+I r' 3. AL.I, MF.MBEI1: 2X AND LESS TN LL'AIST C)TME:NSION SHALL IsE KILN LPIED. ,- _ r /__ `� Irk 'moi"' r/ �'` ` -''`-�'-- `•�' 1 ��' 4 . ALL M.:.MITERS 4X AND GP.7ATER IN LEAST DTMEN5ION rtIALI. BF FptE-r+F-11LART CL•'NT> R R 3 ��G.�-'IL-15 lTffi I r- O� ____ �___ �_ � ��L..� 1 Hyl T!�^�__�_�_ -- -- -.._ .__.__ AND WE'LL. SE!►SCyNEI; CEF'URE PLACI,Jr,. OF i I t" .. ,_+' ,. 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R U G i-I� �1U► r,- ` �! , M 'R � J vi 4► 4 I PAIiVTC1� L J1 F: 1T'- ' II � � 11 � ; lilili ililil � 11 111111 dill i illllll Illlill 11111 Illl � ll � � Ill � l Illll i � iii � i � � i � � i i � , li � i Dili i III� � i i � ilil � i � �.� l � � l+� �,� � I I Ilillli � � II111 IIIIIII � li � lll „ _ -• .... .._..... NOTE : IF THIS MICROFILMED 1 4 DRAWING IS LESS CLEAR THAN THIS Nf!T ICE , 1 T 1 DUC Tr,� -- I 1 LEGAL U1 SCRIPTION OF WESTERL'. 250 FEET OF SALEM FREEWAY SIIBDIVISION ' 2�I,D� 2 S I•�p� 4o I..G N I .. I II I i --- - 20!-O ' A l�ortic�n of tract 1 of. tl►e duly recorded plat of Salem Fret;, Subdivision, OWIL.01NG OlMeH510f-4 �,,C-!- situated in the southeast one-quarter of :vection 1 , Township 2 South, Range i � API I West of the W ,e illamette Meridian in the county of Washington and State of Oregon, more particularly described as follows: ! I Beginning at the northwest corner of said 'i'ract. 1 ; thence S. 88047100"E. along f� the north line of said '?Tact 1 , a distance of 250 .00 feet; thence S . 2033120"W. ' u P1�9R7-f1 L�'N ryp �� I parallel with the west line of said Tract 1 a distance of 237 . 26 feet to a - - ail-- - - 4 _5C�. 1 . O ;, � t `-•--y--- -- --- ----- --• ,�-- --�►-••-- -- � 2 I I paint t �hE� north line of Sandburg Street ; thence T7 88o47 ' UU"W along said north 1ine, a distance of 224 . 41 feet to a point of tangent curve ; thence --EX ING on the arc of a 25 . 00 foot radius curve to the right and through a central Gramangle of 9102012o" , a di-,.stance of 3y . 85 feet (the chord gears td . 43o06 ' 50"W. 1�1ll "" ' -TREE✓ '� G' � Q 35. 77 feet.) to a point of tangency ori the west line of said 'Tract 1 ; thence N. 2038120"L. along said west line a distance of 211. . 67 feet to the point of ,a CaOLJ `5 4 ' F baynn.tng, containing 1 . 358 acres , more or less . op I � SAL.. 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II11111111111111111111111111111111111111 11 111!111 IIIIIIIII I111111H 1111111 .'I' I I I III I !' 111111111,,111111I ' I I. A�,III I 11111 1111111111111N J II II IIIi I II I III !1111(1 IIIIIIIIIIIII1111 1 II IIII tJ 11111 1111111IIII ► II II 1111111111111111111111111111111!1!!! III UNE 1 1990 :'•....e..,-..,y,•,:: .s-_,,�.,_ :.: _ .. :_r _ ,,T; ", � ., _ .'a•.. iV �!W�',:. :e�cc:,+rarue= m._.ra•p�'�,*,r,•'kyKr.- _. . .-.__ _. f- _ _ •111"sq'7rMl!" *'"1�!p'.A.C'�e•wvnr.r•" .:cn-•;;..-`.."'�!:'y.�-'" I 1 �-,I'NCRAL C• :'ROCTTON No -. '> #4 4 1-211 O.C. + �v ' ,.TONE .. -;,•.p w..�,�.�. PA`'IEt_ � �4 C LII .�. G. 5 . PRE."AHRI -ATED JO!STS: AS ..ANUFACTURED BY 'RU,.. 30IST CORPORATION, SI'I.L; Gi WAY -' �T�Q I3I.•=Yn'� r-! \h G' LIVE LOAUS AND SPACING AS SHnt� 4 ON DRAWINGS. # . I . . 2 . . . . . . . . . 2 P .5 . wooD 6r Np; :'r IoNs 4 COWE� 3� b .C. 1 -7 0 P3F BASIC ZONE IIS.VF PLATEWASHED UNDFR ALL NUTS AND HEADS BEwR C: JN WOO.n. .. . r; Tl.,:T-UP 1.�,�.--r..� c i • SEISMIC . . . . . . . . . . . . . . U. B.C . 1'27i 'LONE' 11 CONNECT ALL JOISTS ANU I;E.AM,S WITH HANGFR JOIST CU'JNF.CTZONS (SINPSON OR r:1�Wmg,. ri �'._ t �a .Vz' { L.1:= T FOUNDATIONS APPPOVIA) EQUAL. I •-� G��.'... �" �u✓F.i� FOR I_ ! v� PARS P.�.:% -3 F_A, A►_ :._ , I- F Iv A'I�ION SIZES ARE B,NSE:D ON AN I.PSCM4:i: 1iAXI"%M TOTAL LOAD BLARING PRi;SSURF. 2. LLAC' Ilol :S FOR LAG IsOLTS SHALL BE 751 OF DIAMETER OF LAG, BOLT, SOAP T1: I Z � ' , Pr,i ITL ( ,G=I-.I"►+1-J C� ' , / �'���M • ►' r �• 1 r rT 1 11•'f i " p!' _Aer -re' 2 ^' IPL 2R3-%d* G (o' I _ OF 2, 000 P . S .F. ..YJIFY 4R.:HaTEC1' OF F-EVIA-1710J . ,%NLL .,.TST'1LL LY TURNING V;Tll WRENCH ONLY. ti 2 4 G P I I �c�E ?. FOUNDATION ELEVATION6 SHOWN AkE TO BOTTOM OF FOUt'11Jrs AND AkE BID ELEVATIONS PLYZJOOC� SlIF:nTItI:JG �3 �r 12 u r,"AMFEIZ � � I -„ ;, �'► . , CHA;•IGES IN DEPTH WILL fila 114V4 lLED IN AC:%:)RDAAC 1.` WITH THL' SPLCIFICA'T'IIiNS , r;-� JF' Ir:r'1 IIID G : 1/2" STRUCTURAL PANEL. LAYOUT AS SNOWtJ ON DRAWINGS. \� Zr..1 -�' ' a 2 EA. �1J - rF L �' �• * 'T't! A t•I1NIt•!UM T7f.F'I'll OF Sf.I: SC11L'DULI: FOR :f11ILI:JG. 1 _ `r, C-AAL.;_K I 1 3. ALL FODT':,NGS SHALL BE FOUINDOED ON' U JGISTURBLD SOIL. .+I . F=____X:) 5, �ro �G I �z r 1 3 �I/d Mc, -(o L�ccA-ry G -r E: ':• 1 ' -6" 13E',OW LOWEST An'.1ACLNT FINISII C1DIE: b-id , 'NAL GROUND t Rr: II,L, SUIS FI.00P: Ii)ENT. 48/24 , 3/4" THICK . STAGC"ER END JUINTS Of- 5 F' ..... --14 • 4 E,r-t•� :�1:1F_ cF EVEFr IS LOWER, L'VJ.ESS NC)TED 0T11,R'rvISr. AD::�.C'ENT PANF'I.S . FEET SChLOUJLE FOR NAILING. - , -� 01715 ,;11�,,4g 4_Z 4 . FOUNDATION THICKIIESSES II:DICAT!D ARI' MI!;IMUMa . NAILING 6C'HF:I)ULJ' j ul p "'•~ "' `' 1 �-+e `-��'� �: THE LAST 3" OF SOIL "HAI ' LF REMOVED 13Y 1{A.'VO TLCL OPERATIC`N TO NEAT LINES . RM!' bI;CK NG TO 1,UPPOFTS ; « •4 .� Bd COMMON Q 6 AT EDGES () {Y �,,_,,aL� -I -� --♦-» �"'','`-` � 'c�-'=�E� � • / I `' 6 . BOTTOM OF i'OU`1DAT:ONS SHALL NOT SLOPt MORE ' 'IIA,', 1 V1 PTIC'AL TCS 10 11ORIIONTAL. 8d COMMON @ 8" AT INTERIOR � � (0 ( �� 1 � iu�-, "�"Tc;FJ1�IG , r-, / • �•�----�"' 7 . AU EXCAVATION SIHALL BE MADE Bi•.LUDJ ANY l'OO'TI" , CLOSER THAA 1 :U 2 SLOPE. lOd COMMON @ 6" AT LEDGERS r F.�+ 5H • 4� \ s - 8. FILL UNDr:R SLABS SJ{ALL H1: OE' SUITABLE 14ATERIAL F014 PR9VIDING A FIRM :;tiB- MEZ7.ANINh SUB FLOOR: 8d COMMON LEI 6" AT EDGES • / ' I BASF AND SHALL BL OF CCEPTAVI.I: IMPORT'?D GRANULAR FILL, IF' RL:XIREV. AZ,, 8d COMMON 0 10 AT ITN EPIOR I (y FILL SHA',L BE PLACr':D tllJlFs)R.MLY I'' 6" u1�XIti1UM LIF"i': A.'v!; COMPACTED TO ��5d �11;Zw ' d M S r ADINE UNDC1 LAYMT.NT : 8d COMMON 8 Al EDGLS AND N 1 I NIMUM Of' MAXIMUM DeNSITY AS VLTL1?M*NE D BY T HIL' STAP3GARD A.A.S .H.O. M.I:'I'HQD INTERIOR `�1 j o 1� c� �L c�•G• t�• E...�, P;�' �"�2 / CT" �2 s2 N''O OF COMPACTION. SOFT .-,POTS SNAIA, BE REMOVED AND REC:OM.PACTYU. T TO SILL OR GIRDER � N •� JOT'>. , 'l OE JAIL 3-8d BRIDGING TO JOIST, TOE NAIL EACH LND 2-8d J (� CONCRLTF SOLE.: PLATE TO JOIST OR BLOCKING, �! _ � a lY `y ALL CONCRETE EXCEPT PILASTERS AND FOUR-STRIPS SHALL Df:V1:1�UP A MTNIi�i:M 26 1?.'�t:F: NAIL 16d P 16" O.C. 81 �' DAY COMPnssrVE-CYLINDER STRENGTH OF 2 . 500 P.S. I . PILASTER AND POUR-STRIP TOP 'LATE TO STUD, END NAIL ' 2-16d � 1 `� �(I; I • + A i1 CONCRETE SHALL DEVELOP A MTNIMUM 28 'JAY COMPRESIVE-CYLINDLIA S'IR1-;NGTH Or' STUD TO SOLE PLATE, ToE NAIL 4-8d l� + -.. .. ..t. -,---, I �t� 1::.. 12KO.0 1, 000 P.S. I . T DOUBLED STUDS, FACE NAIL 16d @ 24" O.C. � ((� F;' .•'. . SLAIsS ON GRADE SHALL BE PLACED WITH A LOW SLUMP AND SHALL HAVE A MINIMUM DOUlLEU TOP PLATES , FACE NAIL 16d 0 16 O.C. i � • • • • • � I ( 2 - �5 ""G �- U'>P 1211 COMPRESSIVE STRENGTH OF 2, 500 PS: AT 2E DAYS. 5Lr.1tS TO FIE POURED TOP PLATES, [.APS AND INTERSECTIONS, F--4 -�J CDWT. APPROXIMATELY 24 x 24 MAXIMUM AREA.. PROVIDE: THICKENED AND KEYED EUGES AT FACE, NAIL 2-16d � 0 o _� �, L ♦ �• Twp �p�-. � JOINTS. REINFORCE WITH A MINIMUM OF 6 x 6 6/6 W.W.F. CONTINUOUS HEADER, TWO PIECES 16d 16" O.C. ALONG EACH EDGI � � N , . i . A MINIMUM OF 3 :"ONCRETL TEST CYLINDERS SHALL lir, PROVIDED FOR _I ACH D%Y ' SCEILING JOISTS TO PLATE: TOE: NAIL 3-8.i r ,• Z -� N \Y F� ,� ��/�0.....i$ r 3 C-�`• ' - L =` cIJ'` �y i E/S To ps!!y ra POUR AND), OR 50 CU. YDS. CYLINDERS SHALL RE PESTED AS FOLLOW., . 1 AT 7 DAYS; CONTINGUS HEADER TO STUD, TOE NAIL, 4-8d � � W � _ T •'• ! I �� 1 AT 14 DAYS; 1 AT 28 DAYS . CEILING JOISTS , LAPS OVER PAR'TI'TIONS, z YARtE��S =�" �3C1-+EG�L.ILc t I l) g • ♦ ♦ u 4 . CCNCRETIAG METHODS, FORMS AND SHORES SHALL NF IN AC:CORDA.ICE WIT11 1CI 318-63 , FACE: NAIL 3-16d 2 0 j �___. -O ♦_ �(1 LATEST EwTIoii STANDARDS. rc T , CEILING JOISTS TO PARALLEL RAFTERS, � � --- - ,:.� - i_ • ,,,, ♦ 5 . AT AREAS OF DEPRESSION AT SLABS PROVIDE MINIMUM 'IHIC.KNE�.. UR DEP.Ii 1S N01'!rL FACIE NAIL 3-lbd 2 �- J= FOR ADJACENT' AREAS UNLESS OT:{F,RWISE SHOWN. RAFTER TO PLATE, TO'- NAIL 3-8d �� �► �� I �-f G V��✓ - - P,�,�j p� 6 . ALL CONCRETE FOR PRECAST CONCRETE: WALL PANELS SHALL BE STONE OR EXF1i:JUED BUILT-UP CORNER STUDS 16d @ 24" O.C. if= IL,611 - -- 3 �'�' SHALE CONCRETE AND SHALL, DEVELOP A MINIMUM 2E DAY COMPRESSIVE-CYLINDER GENERAL W i STRENGTH OF 2 , 500 P.S. I . I . 3ENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS A14D JI`� _._ ♦ ___ �___ ___ _ _ ____*_ 7 . P&IE;L LIFTING SPECIFICATION CONDITIONS (INCLUDING OPENINGS) WITH 's,RCHITECTURAL . MECHANICAL AND -r g U� K. � : _ " A 0 .O P 0�' T: ALT. I?i':QU1Rf;11 1N;F.I2TS , RE;INFORCEMF,NT5 LIFTING ELECTkICAL DRAWINGS �--- 4 aI VEIe't'. W �..,•../ i G Q �J,�, +� F�,G�,� �` ANCHORS , ETC. , INCLUDING ADDITIONAL REINFORCEMENT, STRONGBACK OR 2. SHOP DRAWINGS SHALL 13E REQUIRED 011 REINFORCING STEEL S'TRUC'TURAL STEEL, ST W3 L 12 I' -3 _ _:SC.,A:..� _ r- ----- PRECAST UNITS ITS AND PRECAST , o 0 - l'--' fi- - - OTHER ITEMS R>✓QUII4I:I) FOR LIFTING Uf' PAN F.LS. ST ^ONCRETt; UNITS, AND GLUED LAMTNATF:D MEMBERS 1�1V[.) SHALL 3l: APPRC3VT:U 5U.1� Fes. �'! � CONNECTIONS ARE DESIGNED T:j SUPPORT ALL LOADS CONTRIBUTED BY THE PRIOR TO FABRICATION . n 1 2 -� , 5 _�� � ��", yv �4 FINISHED STRUCTURE. NO DETAILS ARE INCLUDED TO PROVIDE .ADDITIONAL Q Oil 71- ` �-,^E� 1Z '�O.G, C�� 7�E� S f�P'POR��T -FOR LIFTING, PLACI:JG AND SIIURLNG OF COMPONENTS. 3' THIS STRUCTURE: SHALL BE ADEQUATELY BRACED FOR WIND LOADS UNTIL THE ROOF ` -O I pv-y, B. LIFTINGAND RIGGING METHODS AND PROCEDURES TO INSURE AN UNCRACKE:D AND WALL UNIT:-: HAVE BEEN PERMANENTLY ATTACHED TOGETHI R. I CL.�Z " " l- . Lr p TIS Ago-;'"1� PANEL AF'.'ER ERECTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. 4 . ALL CONCRETE CONSTRUCTION JOINTS SHALL BE ROUGH TEXTURE WITI; 2X KEYS AT Ul - ; �T-;�-p,l -cam- . ALL ARE TO BE BASED ON CINCRETE STP.ENGTH AT TIME OF LIFT. CONCRT:Tf: 1 � / lop _ CENTER OF BALLS OR SLABS. CONTRACTOR SHALL OBTAIN STRUCTURAL ENrINEER S 4 ll COMPRESSIVE STRENGTH A'_^ TIME OF LIFT TO BE "' 000 P S. I . MINIMUM. � " , Ill ` APPROVAL ON DETAILS OF ALL CONSTRUCTION JOINTS PPIOR TO CONSTRUCTION. W COST OF TESTING TO DETERMINE LIFTING STRENGTH IS TO HE PAID BY I � I -: i Z Q_ -- - - i ' .._.._:',._-�----_ _.- - ----�-�\ - ( I - . ; \��--- CO:JT RACTO R. '-j CONCRETE: REINFORCING STEEL (l .,_.,. ._... . _ -•� _ � �'i � II r. � � OR � L SHALL CONFORM T�? ASTM A-615-60 SPECIFICATIONS I:XCEPi FOR FIELD DE 144 WP,LL-SLAB DOWELS TO RTF r.RADF A-615-40. ♦__._ _ __ - . T;..:�� G. L../UMM. 2 . .. 1 REINFORCING (MINIMUM UNLESS OTHERWISE SHOW:': ) 2U2 O /VM1N 2 - OIMIN � I�QI g;, A. REINFORCE ALL WALLS WITH A MINIMUM OF .1/4 of It STEEI. LACH WAY PER1 /G, x ' CROS S-SECTIONAL ARRA OF CONCRETE. ul ON S. PLACE: 2 #5 CONTINUOU5 AT BOTTOM, TOP AND AT CT SCONTINUOUS ENDS OF ALL m TL7 �I'-i, �L-R- WALLS. M) Q 01 lj . C . PLACE 2 ' -0" x 2 ' -0" BARS AT CORNERS ANT) INTERSECTIONS FOR WALLS EQUAL �/ - .L-T-UP P4�+Ei_ IN SIZE AND 'DUMBER "0 HORIZONTAL REINFORCING lli •'�R- i -� �G�' �hG T). ' �I' P1 �R D. P:.A,,E 1:4 BwNT DOtIELS 1 '-0" x+ 2 ' -0" AT 3 ' -0" O.C. FOR SLAB-TO-1'J'�'.L _--�. .r---� �� , t �I _. �IC .i...�_ CJe =(„JL-L- CONNECTION AT ALL .riLA:3S Af3U'I'TING WALLS, UNLESS OTHERWISE IJUTi: M `3 . ` G, l • ` E. PLACE 2 #5 x OPENINGS + 4' -0" TOP AND BOTTOM, 2 05 EACH SID" & JPENING _ SEe -� A6G'vF_ , , 1 HEIGHT ♦ 1 -6" , 2 #4 DIAGONAL BARS X 4 ' -0" LACH -ORNER AT 11LI. \LL { �� �-■� �N`�=� OPENINGS. _ " r. , F. PLACE 2 $4 x 4 U I, IAGONAL CORNER BARS AT F .C.{ CORNER AT ALL :,Al; �� - � . �•�'`^+ , t'.-. OF E:"vINC;S (OR AT ALL CORNERS OR OPENINGS C)'r'rR 12" IV UIDiI:?DSIU:D. 1 J �- _ T �� 3. ALL VLLDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATIONS A-185-58T AND ff TO BE FLAT SHEETS . • Ij JG STEEL SHALL BE DETAILED, FABRICATED AND PLACED IN -1 4 . ALL REINFORCING 1' " ' L•' WITH A 1; 315-65 . { ACCORDANCE CI DETAILING MANUAL i V��'�. A. ALL HOOKS AND FIENDS SHALL CONFOW. TO ACI STANDARDS UNLESS OTI{f:PWiSE: �. T 12'' C. O. - - > `'�- .'l�`.3 '.''J�' c f3 SHOWN. -• - - B. ALL REINFORCING STEEL SHALL BE ACCURATELY AND SECURELY PLPCED. C. REINFORCING STEEL SHALL NOT BE BEN'C OR DISPLACED FOR THE CONVENIENCE: OF OTILLR TRADES . , F� � f�IC+ D. CONCRETE COI/ER SHALL BL 3-1 1/4" AT BOTTOM OF FOOTINGS. -.-.E . I E. CONDUIT SHALL BE. PLACED BETWEEN TOP AND BOTTOM STEEL IN SLABS. i I • • • • • • • �j;..1++� ��`"''-���--� - F. MTNTMUM LAP SHALL file 36 DIAMETERS OF LARGER RAR. �- 5 . PILASTER RrINFORCING: UNLESS OTHERWISE: SHOWN, TYPICAL SIDE: AND END WALL PTLASTER TO I{AVE 4 h11 VEPTS. AND 03 TIES AT 12" C.C. PROVIDE DOUBLE: TIES AT TOP AND BOTTOM OF PILASTERS. EX'iFND 2 INTERIOR BARS TO 1-1/2" CLEAR =- = .-�T ✓ '-� - OF BEAM SEATS. EXTEND 2 EXTERIOR BARS TO 1-1/2-1 CLEAR OE' TOP OF WALL. ~ ��-_'��- ' `•'� I I LAP VERTS . 2 '-0" WITH FOUNDATION DOWEL:'.. PaC>'VIDI; FOUNDATION DOWELS S.'IM.E. SIZE AND SPACING AS PILASTER VE:R'I'F . ANI: PROVIDE 6" MINIMUM ,LOOK 3" CLEAR 1✓ 6--- 1 -� AT 40TTOM OF FOOTING. 3 C- ---- ,-�-� � - - - 4t<x l .11 ASG.-,GfZX STRIJC:URA�.L STEEL .�1 L T SHALL HE ASTM A-36 DETAILED, FABRICATED AND ERECTED IN ACCORDANCE: WITH RISC MANUAL, SIXTH EDITION. VVi�I.._ E' Yo/� --, U /• x31�x i'�+- W 3; X I - II , : . ALL WELDING SLALL BE D014E BY CE:RTIFIFD WELDERS, IN ACCORDANCE: WITH 4 A iC--+NQS �, ©.C. CJ Lj \ MINIMUM AWS SPE:CIFICATTONS. (-4G II R.��11 t^N JS 157"!>I �� _3�II x VY:=rr K ✓�v 3 . ALL CONNECTIONS SHALL OF, MADE WITH ASTM A- 307 '1OLTS AS NOTED ON THESE REVISIONS ♦ _ -,c 11 DRAWINGS. - +- 5 �3y 1e • '�• �''� - C '(-'`"'jn� GLUE. LAMINATED MEMBERS ��-� _ �cx� ro. (o ♦ - N IGHOr.S „ I! �� ; �,;. �, , >". ' ^1JI _ �"'"' '� - �-- " t, 1 . . LCJ .• LAMINATED MFMBERS SHALL BE OF 2 ,400 GRADE, DETAILED, FABRICATED GH�MF�I�- - �- ti1.P-`"'�'�'� I - I _ .,r2, L-r "''� E�_=1� • AND ERECTED IN ACCORDANCE WITH CURRENT WWPA STANDARD SPECIFICATIONS FOR afaAwN eY I � ' HI i�t~c'Y!�AG< GLUED LAMINATED DOUGLAS FIR TIMBER EXCEPT GLUED LAMINATED COLUMNS WHICH _ •• .�� ` '� r C 203-70 COMB #2 . CHECKED BY �- .�; SHALL BE OF GRADE 1800 CONFORMING TO A. I .T. `�TIZ11� ARULJh:D 'CEO !1L A. 15% STRESS INCREASE UjED FOR UEAD LOAD PLUS LIVE: LOAD. 1 13. 25% STRESS INCREASE USED FOR FULL UNBALANCED CONDITION. JOB NO. I �� r f ___ -�s♦-� 2 . ALL GLUEn LAMINATED Mf:MBLRS SHALL BE NOTCHED, SHAPED AND FINISHED TH � -' A v�r�_'";G (+ _ 1`I � ._.•21`'•I ,tel�,`,.--- . - � '� m - - -; ,,I �� C 7 � !•.Ip� I - , AC.CORtPANCE WITH PLANS . FABH?,'.CATOR SHALL COORDINATE: CONNECTION DETAILS DATE F�A\'ING UI`�I �" 1 _. WITH MANUFACTURER OF FABRICATED CONNECTORS . F_L`,`SI= - II I �� s.s' 3. ALL i;IrUEU LA1gINATE:D MEMBERS SHALL )3F FABRICATED WITH WATERPROOF GLUES. 7 I r: 4 . CAMBER BEAMS TO TRUE STRAIGHT LINES UNnER 1-1/2 TI/'4ES DEAD LOAD, EXCEPT' '-�``� �' • �" ,�,,.', , , T"'�M .� lap t '# ' AS NOTED ON DP.AWI NGS. . ''-�L 5. CERTIFICATES OF INSPECTION FROM ATN INDEPE.IDDFNT TESTING LAAORATORY SHALL �1l�Iir,,_ � BE REQUIRED, GR A. I .T.C. CER'PIFICATE. 6 . CONNECT ALL JOISTS , PURLINS TO BEAMS WITH SIMPSON STANDARD U-STRAP IIAN01'N.S N.�I L.I r••1 C r- _"_ •�, ry I' Ga�tC W,4LL_- max'/S. , G v IGH t✓ :_ ; 'iMl --- - LL .� �c.7. TO DEVELOP FULL TOTAL LOAD REACTIONS , UNLESS OTHERWISE SHOWN . ----- ��I � 4'�r ,� �S. r"+ • l SAWN LUMBER. ___.. ._.___.-J ._I �. �1LI-91T�IN WOOD SHALL HE COAST DOUGLAS FIR LUMBER INSTALLED AS ZEQUIRLD ON � - SHEET TITLE NAILING SCHEDULI', ON PLANS AND DETAILS , AND IN SPECIFICATIONS. I I l u \ C�1�VYEr••5 V f `� A 2 . GRADING SHALL 81' IN ACCORDA."'Cr WITH N'.C.L.f3. GRADING RULLS #16 FOR DOUGLAS �.T'i'Loty:F= �iL:�w I' FIR, 1970 LD1Z'IUN. 1. F, x 14 P U RL,I. ♦ - _ '�' � - � `Q. "JS: PAIL. 130 , UFIJSL 41 , fb : 1550 t G I " • ft) 1350 I • + I • • , 6 x 16 WALI. LEDGERS : PAR. 130, #1, I II 411 ' - -- Jf�� �__- ---= �• POST' AND COLUMNS: PAR. 131 , DFNSr N1 , F.O.H .C. E: � 1 , 700 ,000 MIM . ROOF FRAM4ING: 2 x 4, PAR. 124 . 1'r,. 2 , fb - 1450 c �i Ea -.-E I LIOPT FPs1MINC : CONSTPUC'TTON r'RADL , PAR. 122 ♦ STUDS : STfJD GRAPE, PAR. 121 I► �� K w� ��.. �"TI �, �� -tea /` ` �� .� a "T-` �,,� G 3. ALL MF MBER." 2X I= LESS IN LEAST DIMENSION S14ALL f3E: KILN DRILU. 4 . ALL MFMIirR.S 4X AND GREATER IN LEAST DTMENSION SHALT. BE FREE:-OF-HEART' CENTER R 3 ;_. AND i�tF'LL FCASOtJED EEE"CRF. PLACING. ' o � I �. . 1 1 1 1 1 1 ' 1 I L I I III i l l l l l l l l l l l l l I I I I I I I I I I I I I I I I I I I I I I I I I I I III I I I ' V I I I ' : I I ' I I I ,J I I I I I I I I I I I I I I I I I I I ;;, '� �_ •�" • --- -••---__• - ` -. 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