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" IuVY •1 ��7'..p 1 -1 • 1 r� - � 3 h.�PHv,.L7 PhYING O�JtJr:. � ' • • 1�, `I , l _ �� ,'1 `.t i �^ � (p" CR SIS H E IJ �C_K g•I�SE � � II �{�•a ly;'�' � • 1 �y ��. 1 '�.�:p -r �� _ '� v} �- �� I r V i 1_ Q) `• / ^�. 1111 J � W I dA Q) O � 1 1 I I C I 4 �� 1 1 • t'I 1 1 I 1 0 C&As Z I & If Tr a PiD I � l 411OKM DfV+1 W ..9 y--t�- — �-•-'ter—� /a r NAS o KM DRQ, rJ �r Q3 Q — - I,iftlF C o < t" LANDSGAPtr ARtI� VFKIFr �� c1-rr ��� �..�aali✓ a �'.5 tlt>V� `� 's "t—\--- CONSTRUCTION _._ -- Ar77 PRO /ED FOR CON CITY OF TIGARD �8� u ' X - --- - - - t_2-9-_`._:�. ___.__._._,.___ .»._-_. s _. ,� I o'-cy'1. . 5s '-o" �'C RM NO _. .Z' .__ I1"E ADDRCSS ._. __.._ . _ . __. 7 S S _ BY TITLE_ .DATE 8"7• - �� I j O C7T�� Tl�X L-0-T- 5 :.c '� - ^p�F' 'L f� l 1 —r......... .... . St APPROVED FOR CONSTRUCTION �• CITY OF TICA€'D ItS?`' PERMIT NO. - SIT E ADDRESS._ 4 4M► 7 T• By 3� TITLE____---_ _ _ GATE. • '�� ¢I Cl-Ty COPY 27 JwNE 1171 ~ y 5.�.-.._..�v �.;b1...r++..ralrs ; _ r1 � � P c w�.,.-• _ ---.L_-. ..l,A.rr ._ IIII III III III III I � I III I I III III III r VIII III III III III III SII IIIIIII ill III I I III III III SII III III III I i I I I I I �I SII I�N' III �pI I li I � ! Il � il � l III III I �III I ; , I�, f 1 �j I �I � V ♦ f1/ � M NOTE: IF THIS MICROFILMED THAN DRAWING I S 5 LESS CLEAR THAN -' THIS NOTICE, IT IS DUE TO I T4- TK' QUALITY OF THE ORIGINAL £ Z 9Z LZ Z 8 -- G - �8- 9 ► �.' Z Til r• DRAWING. ���� <<iiluii �iiili�iiii�il►ii► ���II��►► ���{i���► ��I�I����.����i���► iiiil�i�� iiiil�iiiiiiili►ii ►i�iliiii ����II��II,, ,�.i�l��i�l���� ����I�<<►����I►itl �� Illiinitlii ►I►�I��I� ����Ili�� �i►�liii► ��iil��►�I���►I►��� i►��Ili��l��1�1���� ii��lii�iiiiil�i�� �i�iliii► ►►������� �iiiCii � v UNE 19 9.0 ,i `I) i. KENNErH W GRIMM i r / C • STRUCTURAL NOTES PORTLAND.OkEGON 1 . These notes are general in nature and are intended to set minimum standards for construction. OF 0� The drawings shall govern over general notes to the extent shown. 2. Contractor shall verif;, all dimensions and conditions on different drawings and in the field, Notify Architect of any discrepancies before proceeding. 3. Contractor zo provide all necessary temporary support for walls and floors prior to completion of vertical and lateral load systems. CCOES AND STANDARDS_ 1-, A11—work sha11 -be in strict compliance with the following codes : a. Uniform Building Code (1976 Edition) h, AISC Seventh Edition c. ,�11 local and state building codes. CO"1CRETE_ .�■.... 7 iinir,Ium concrete compressive strength to be 3000 psi at 28 days. Maximum slump 4" , 2. Place and cure all concrete per ACI codes and standards . W000 1� All lumber species and grades to be as follows : _ __ _ -_._ _ -. _ - ---_ __. _.__-._----- __.__----_--•-- _ _._ __. �- Lo a. Joists , beams and stringers , ledgers , . . . . . . , , Douglas Fir 02 '+ 6" nom. beams and stringers , 2x4 purlins , � i1 3x6 pilasters. . . . . . . . . . . . . . . . . . . . . Douglas Fir #1 00 011 I b. Bucks , blocking, bridging and mise . . . . . . - . , , Douglas Fir or ileal. Fir 03 C. Sills , sleepers, plates and nailing block3 , embedded in or in contact with concrete. . . . . . . . Pressure Treated Douglas Fir 2. Plywood to be standard grade with exterior glue . Minimum plywood nailing 8d common at 6" o.c . at edge I and 12" o.c, intermediate bearing. Install roof sheathing with face 3'1_/ 16. 3. Glued Laminated Beams to be laminated from Douglas Fir or larch per AITC Specifications and i certification. Fb - 2400 psi . I � I ^ ' r._- �._ -___ _ __ �. _ w — — — ____ _ __ , _„_ .r --- � —� �� ►amu 4, Trus Joist to be installed complete with all accessories per manufacturer' s specs . -� I�► I IE I l _. STRUCTURAL AND MISCELLANEOUS STEEL I '- N serL F l i PLS �A I l All steel to be A-36 fabricated in accordance with AISC Seventh Edition. r— � � � ____ — _ — _ — _ — — r +� _ — , —J I �� 2. All welding to be by certified welders . Use E60XX or E70XX electrodes . - I 3. All bolts to be A-307 unless otherwise noted. Provide standard plate washers under all bolt heads T I I — _ -T —i I and nuts in contact. with wood. r— -- --- — — — — — -- — — — — ___ _. ____ I ( �- � az I I 1 ' ' , t /� 2X G ' I0411 Id I I I I I I ° ■ � PT 2Y, FI'• - ',� �1 s � 9y� I i�'4 �•�I T �'"� �e�s � E.XTitu DF� �9 ( I ( ( I I I �----- Z ,�' �; (o x(. .._ m I I ( I FIW (I P0011 � I �-. �;,'� c '� ;, • � • IPOf.K LgASG — -- ry V Fr1C.11�, IN-,t4�-�----� 1 I' 61► _ i I I I ,r—. �'II IJ cc�M enc rF,v \2y+�/Ad�+ . 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