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VLAY� 1 # 0 Ij M'OHt'l WA rI �� r1��i. l --tom-s s ♦--T-t -r-�� -+-+-;- -+�.-+' QI �._ ��/• �� �� I l`�/ NORTH �- SHEET TITLE '2;01-0d ��� -U° ,Gr,t-Olt 1•0l 2!Ou Ut Od Iq,,Od 14' 0� ! 121•D' 14' 0, 12' Or I 19k" 01 DK Room - - _ io 111 Ili 111 1l1 ��1 Ili ill 1II til Ili Ili I 1111 III III III 111 III ill I 1111 111 III 111 III 111 111 I I III 111 111 IIII 111 Ill 111 I 1111 111 11111 I Ill III Iltllll Ill 111 11tH I t ' NOTE: IF THIS MICROFILAED 61 DRAWING IS LESS CLEAR THAN `� `-- -- ----� — – 1 -- - _ �V THIS NOTICE, IT IS DILE TO THE QUALITY OF THE ORDINAL � � DRAWING. 1111 illllllll Ii1111111,illlllui IIIIIIII�IIIIIIIII illllllll lilllllll lilllllllllilllllli lilllllll i111111i�i11111111�,` !Illi illllllll lilllllll illllilfl Ii1111111 imllllllullhllillllllllll illlllllll!illlllll Iilllllll�lilllllll lilllllllllllllllll IIIIIIIII Iilllllll 111111111 IIIIIIIII a MAY 17 J990 ....,_�.,.�.�.��..�..wiw.�uorts.r�.+.aolar.,, .. . .., ,+a.:o::.�.'.,-.�..�: •fl' - 1i , I I' --_ki WPI/4 x ° 1 -1-0 � ` I v - - - + _.____ ...._..�.._._. »_. 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Alar. , I Jo '.v _ i.'i:" --------- 'i`... ,�PMeiYltq, ,i all III III III III III III III III III III III III III III III III III III III III' NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THANI 11 LI I I GGGG� I ( I JJJJJ I II14-1 I I I II II�II TII II IIII II-II III I III I I I 1.l I I IL¢ 111 JII rl I—II I_I_I.I�(VI1II�i II—I I II—I I I-l–11llt�l I III I III I VI1II�I M —� THIS NOTICE, IT IS DIME TO THE QUALITY OF t1# ORIGINAL � L FL Z Z Z IL L 8�i �1 LMT �l I �l �[ l it i �8 9 � Y 9 ► 6 E tYpU DRAWING. IIII IIIIIIIII IIIIIIIII IIII�IIIIIIIII{1111 IIII�IIII IIII�IIII IIIIIIIII IIII�IIII IIIIIIIII IIII�IIII II�IIIIIIIIIIIIIIIIi,.�!IIIIIIIIIIIIIIIIIIIIIIII Illlllltllullllttlllmllllllll ulllllll IIIIIIIIItlllllllllllll IIIIIIIII IIIIIIIII,IIIIIIII� IIIIIIIII IIIIIIIII IIIIIIIII MICR MAY 17 , 19901 r—rain M '.'��� •��� �4iMiil�''".yit 1�R1"� A•tJ�M'�'M Y,M14.i..+ •. / LL II yy Y tiG 'T1 WIt21 ells T T K. M?L FINY L /G 1 G11.1.ZIN!.i M?L FIh�I��H H�Ap JAi•�1e u. 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IIII�IIII IIII�IIL'IIIIIIIII III!II!I!II►!ICII, MAY 17 , 1999 -.......R—._......._...__.. .�.._...,.�_..•.r.�.....�..`.,.�.r •�eww. �+w�t�:se.a.,ua..�,zr•Was�.:..aw,.,�,ar. .:,.�:':w�. �1�' s,..rwwr�� ...... 1�.. , PROff LIVE LOADS !J I-_ Y 1 `b� t�o%t•o Zi ,? tiuy 7•��f.�2 ROOF...................................... 25 LRS, PER S0. FT. FLOOR...................................... IUTURE MEZZ. 125 LBS. PER SU. FT. WIND............................. U.B.C. BASIC 25 LBS. PER SQ. FT. SEISMIC.................................... U.B.C. ZONL II - FOUNDATIONS 4 - -- � (F• � � � r 1. FOUNDATION SAES ARE RASED ON A TOTAL LOAD BEARING SOIL PRESSURE OF 15UU LBS. PER SIJ. FT. FOH I xTERIOR FOOTING AND 2000 LBS. PER S0. FT. INTERIOR I FOOTING. 7. FOUNDATION ELEVATIONS ;HOWN ARE TO BOTTOM OF FOOTINGS AND ARE "',SIC BIO ELEVATIONS, 3. ALL FOOTINGS SHALL BE A MINIMUM OF 2'-0" BELOW FINAL. GRADES OR 1'-0" BELOW 4-1 i 17 EXISTING GRADE WHICHEVER IS LOWER. 4 4. ALL DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING EXCAVATION F�ML� W K v TO NLAT LINES. _ r __�; ` {r0. I 1 II\ Burro D ,. ,. C'�! JII �1I�� 1rJt7'____ r _ t. ..� � I,<. 5. M F FOOTINGS SHALT_ BE STEPPED FROM LLEVATION TO ELEVATION AT 21-U" HORIZONTAL TO 1'-U" VERTICAL STLPS OR SHALL BE SLOPED NOT TO EXCEED 1 VERTICAL TO 4 HORIZONTAL WHEN APPROVED BY THE ENGINEER. �� --, 1�d �G -( 0 ' CONCRETE - CAST IN PLACE 1. ALL CONLRETE SIiALL DEVELOP A MINIMUM 28 DAY LABORATORY CURED COMPRESSIVE- - I I 1 1 I I CYLINDER STRENGTH OF 2500 P.S.I. PLUS 15;� FOR FOOTINGS 1`I /- --• � { --�-- -••�- - ---.�-_.-.... .__ _ 3000 P.S.I. PLUS 15% FOR SLAB ON GRADE AND WALLS 2. A MINIMUM OF 4 CONCRETE TEST CYLINDERS SHALL BE PROVIDED FOR EACH DAYS POUR OR 10OCU. YARDS WHICHEVER IS GREATER OF EACH CONCRETE STRENGTH. I 1 - - � �ILt�ll�r�j -•------ rV CYLINDERS SHALL BE TFsrED AS FOLLOWS: 1 ® 7 DAYS; 2 ® 2B DAYS AND 1 PRIOR TO TILTING PANEL`?. r 3. CONCRETE FORM,cMIXING, PLACING, AND CURING SHALL CONFORM WITH SPECIFICATIONS. �m ' e1'h11• �I I I W (� ' :i` 4. CONCRETE, FORMS, MIXING, PLACING, AND CURING SHALL CONFORM TO ACI MANUAL OF CONCRETE PRACTICE, 1973 EDITION AND SPECIFICATIONS. ,, ;� - -- - - --- CONCRETE - PRE CAST74. I 1. ALL CONCRETE FOR PRE-CAST CONCRETE UNITS SHALL BE NORMAL WEIGHT AGGREGATE _ ' I I I I I `- ��• +.�,_ I I - { I I CONCRETE WITH A MINIMUM 76 DAY LABORATORY CURED COMPRESSIVE CYLINDER /' I - I -y STRENGTH OF 3000 PSI. I��_400 -- 2. PRE-CAST TILT-UP WALL PANELS SHALL BE CAST TO THE DIMENSIGNS SHOWN ON THE I �� \h� I i 1 I /-7- - --� L , LJ - r�.• I ;' --- - I I 1 ! I , �' J ORAWIKCS WITH ALL REINFORCING STEEL AND INSERTS IN PLACE. ( � �' '1I -'�'{ `!•'.'.' (._._ .._. ...I �_ __ . ._ .� � i. _ J '�", L _ _ -1 j. _ ( � I � I � A. SLABS REINFORCING AND INSERTS SHA' :. BE APPROVED PRIOR TO PLACEMENT OF CONCRETE. �•- -r -+ _]'" II CONCRETE REINFORCING STEEL -_ 1�1 �l�( 4-C' G'•G�• '�'tl� I { - f �■e < +.�_ I 1 ■E, 1. ALL REINFORCING STEEL FOR CONCRETE SHALL CONFORM TO U.B.C. STANDARDS NO. j �' _ rte; I p ^'i ,r' �hMr-P� 26-4-73 AND ASTM A615 GRADE 40. � -' �I>�' i ��q� I �ly`• 1 C , -0 T•�P off cl � I��: ____.._ WHO, ,5K- W#4 � � � �� .t red 19�. -� I�Nt►� 2. ALL WELDED REINFORCING STEEL, METAL INSERTS AND CONNECTIONS SHALL CONFORM TO � NI" t.__ O U.B.C. STANDARD NO. 26-8-73. I-' I.�, 3• REINFORCING (MINIMUM UNLESS OTHERWISE SHOWN ON PLANS) -T ,. A. REINFORCING FOR WALLS 1 } _ _ I __ _ _- _ _ - -___ __ . _ 1 ____ _ _ _ ,�. 6" - #4 N 12 E.W. a CENTER _� ^��_ _. -___. - I \ -, -^ I __- 1-- -_ _--- } ,:'} 1 , B" iM5 lt..16r.P►iil�r�iER w _ I � �`� r Q r- vl L ..J I I lir' '•�- I 8. PLACE 2-'#5 CONTINUOUS AT BOTTOM, TOP AND AT DISCONTINUOUS ENDS DF ALL FOUNDATIONS AND WALLS. I { ' I ; - I I O I i N C. PLACE 2'-0" X 2'-0" BARS AT CORNERS AND INTERSECTIONS FUR WALLS AND (Al t2 FOUNDATIONS EOUAL IN SIZE AND NUMBER TO HORIZONTAL REINFORCING. m 1II � D. PLACE 2-#5 X OPENING WIDTH PLUS 0' 0" TOP AND BOTTOM; 2-#5 X OPENING -� I Q { l HEIGHT PLUS 4°-0" EACH SIDE; PLUS 2_,� X 4'--0^ DIAGONAL BARS AT EACH (� I'-�1 II•�d tYr v►-I 17 � 11, I I �+• i f I ' CIA CORNER OF ALL OPENINGS. 4. ALL 'WCLDED WIRE FAaRIC SHALL CONFORM 1'O ASTM SPECIFICATION A-1C`,-/0. !' f A. ALL WIRE FABRIC SHALL BE SUPPLIED AND LAYER IN FIAT SHEETS, I w -r-� -� t---�'�-T �-'! -� _4 1 r , , q, ,�',p 5. ALL REINFORCING STEEL SHALL 5- DETAILED, FABRICATED, AND PLACED IN ACCORDANCE 1 - I I, I fes+ i I I I ---- 89 I; I WITH ACI DETAILING MANUAL 315-74. { � - I e - c. ----- B. _ SECURELY PLACED. 17 �'' [9-,--F-- .. ..a�_ -{}- _._.._... �,._ -.. ----- - ►- --. ---- _._._---- REINFORCINUNLESS HAPPROVED E BENT ST DISPLACED FOR THE CONVENIENCE OF OTHER I � � 1 A. ALL REINFORCING STEL SHALL BE ACCURATELY AND TRADE STRUCTURAL ENGIlI'EER. "', l -. _ C. MINIMUM CONCRETE COVER FROM SURFACES SHALL BE: 3" . ° TO BOTTOM OF FOOTING ' q isf Ire IJrI 11 ' -.,� t �,1 1' (!Yn.l1 �, L6FI�ili•17 MAIN STEEL COLUMNS � (�1�, 1�� ' �-�---j ` � Yj• �-19't °tai CENTEP, OF MALL CENTER OF SLABS ON GRADE �y r _ � (,X� ��'� � ,I �•\ D. LAP ALL BARS A MINIMUM OF 36 DIAMETER6 EXCEPT P.5 OTHERb!ISE NOTED. �1 I \ a;I ' 11d� ('-0j1 wZ 1 -WWF viv \ \ pijl} (� �'IbI ST� RUCTURAL STEEL AND MISCELLANEOUS IRON ! #.G -- III r 1. ALL STEEL SHALL CONFORM TO ASTM A-36-70e AND TO U.B.C. STANDARD N0. 27-1-73. I I I /\_i - I _�- I T` li 1� 2, ALL FABRICATION, ERECTION, AND IDENTIFICATION OF STRUCTURAL STEEL SHALL W - - - --- -_._. �.._._._�__ _ ._,_-� ; _�-,^-• CONFORM TO AISC SPECIFICATIONS AND U.B.C. STANDARD N0, 27-2-73. II /G { ' 3. ALL WELDING SHALL CONFORM TO AWS SPECIFICATIONS AND GbB.C. STANDARDS NO. 27_6-73. A. ALL WELDERS SHALL 9E CERfIFIEU UNOER AWS SPECIFICATIONS. I p - 4. SHEAR CONNECTORS SHALL CONFORM TO U.B.C. STANDARD NO. 27-8-73. I - 1 J - Ix S -- 1 I�jlv.�j A f I '35 WF I�i6.yJ'> j y�, 5. ALL MEMBERS SHALL BE CONNECTED WITH SEMI-FINISHED MACHINE BOLTS UNLESS Q- �-�•='-L'-� F� I� SHOWN ON PLANS. � I �� 0`I F I n•u � GLUC LAMINATED MEMBERS -- - ! CONFORM25-10-73 1 CONFALL AS ORMING LAMINATED U.EDC. STTANDARDANO.LL BSAND 25FIR 21 ,673 WITHENDING SSTRESSEESS OADE TNG TO U.B. Q ONPLANS. I I >-+ t t-,ems-- 7 rL'- * ^ra rT- r• �_.� --rc �• I " `' --- ._._._._ . _.. 2. ERECTION OF MEMBERS SHALL CONFORM TO RITC SPECIFICATIONS. 3. ALL GLUE LAMINATED MEMBERS SHALL 6C NOTCHED, SHAPED A+1� FINISHED AS PER PLANS AND SPECIFICATIONS. L_- _ L__ - 4. ALL GLUE LAMINATED MEMBERS 4HALL BE FABRICATED WITH WATERPROOF GLUES. ----- -_ fi 5. CAMBER BEAMS TO TRUE LINES UWER 1.25 TIMES DEAD LOAD DEFLECTION EXCEPT _ IGJO• f s Qif 1 1. '1 I I'��I_'"'`� ' I'�_i`'I I AS OTHERWISE SHOWIJ. I -- '.- -- 6. CERTIFICATES OF INSPECTION #'1 AND #2 FROM RITC, OR AN INOt:KNDENT TESTING '� � _ 2% '.�__.____ _____.___�yi "��__ _ __-__ _ :fl •GTI ._ ��.-QI ___�!K►'-O I �'• OI r, Iy0 Oji-._..� LABORATORY WILL BE REWIRED __I -- - - - - __ .___ Y ______ Q `- ��I►'t� l�W��• (h1 k[��rUF.AI- �k.rt Y. �.la.lti►� t✓, �l i ------ OvT" or fi ) F� 10441,j)H p4Xr, 4 NonTH �a ----- rbc PKAt4 ' GJ lf.�.jt'I L je)lHt' O "��''""1 •1 GC'NG, WALT. 'r . ,�•�c ! (i 11 01■vl■ION■ �>•I`IYt7 ,} �. !'�''F.✓ 1,-c) I. r-iL,a� fc ,?YID �I ��!'� u�j �q �j�,e 2• �r � � r '! ��/4'� T'fi V:/�l. ��} Cr 12'P'G• / I ( 1 IE-.. .�( (� � �� +(�j x I y' (�.�c (/K l�,I g �` 61�!''. I'�I h� i)Nlil DRAWN ■v -u. of�- L 2 x >< �c o� N 1= ►�k:+ r�*,1 i .2 � I .-_ .T, I rn►Jr✓ IJ/ 1 loft Li'l vM►�� � A'•l� x �' !� A I'•2 ; �I #7 ,c b' y'Il � WA-{ AN09!- G { AU, rl+l l�� oIC IJ/2 5/_. 4' K �;Alr= I I ><6, 2 '� { 1.11 ... I- ._..� n c H■e K■O ■r d'Gllt�l' .• i � G,-v HAx. GSI fW T1 � r11-d`' It r)/-`r ,c ><o I I I i` >\ I W J�1�N l k'( I to z ! '�'- I) _� �' O Cru.M 1-lA'f l It I° Joe two. l. I/2' ��h 7 1 I I I / 0'. I' �/ i •O 7C 410�7C I 4 1 16 7 X b•GiACrl'I �•lN{ J ul�f 1, 10'-0 9101.09 1�-+ ID 1� 6 X °II'G" %Ae-+l�'I' DAT■ C+ -- t'• r�, �,, I �L �._ .>�'td � .�• ��If7 Lr1�i I .3- _.. _._._..«._ ._ ^----.. ..... ,. I I I •, •e - _'.�_u_..._ II 1 -'-------•- - ..-.�...._.._- 1 '"" HcHo '' I`�►✓'P~'�IIJ� �'I,'1 _ 5 Au- �� M1°s / ~ _ i. {'/ a 'l 7 7 , l trJ '� 1`'� GL'(-AIL- �- /� k. - w.. r 2 �`1� __ I _ - - ,,. 4 ,. i �! 0 X �, OKI •2 (r # x\AW44f, HOOK 1 ISN'%FI �� � # � C�•I�� n c EkH I I �. . ., . I �� �`' Q_ 1 II I i ---- -- ----� ---- 1 �j ( O' ' ��I/''` h�J X r� M+ SHEET TITLH AT �1� , LII � • WAL r - -- -- L olc G rel r.., 1 I - I -+- � - � I _ b•p,< z� -4 Tel i I � -- Ik'I-fir=INK �►�.-I-� I WALL WAL�' •- G�rp,� '-�- '_ -- 4 -:-��`�'�'- r� �- l�_�k� ' ��I � - �` � � _ � h• ' I'-oma I I � I , � I I I j I ago �I{I 111 III III III III 11111 I III III 111 I I III 111 111 I{I III III III 111 II!IIII 111 II1111 III III I 1 III 111 111 III I�I III III I I III'II) 11111 I III 111 IIIIIII III 111 VIII I ' NOTE: IF THIS MICROFILMED I 11 I I 1 I I I I I 1 4 I I 1 5 I I lei I I I I I b I I I I I ib I I 11 I I 1� DRAWING 1S LESS CLEAR THAN __ �__ __ _ THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL £ Z Z LZ Z �Z T Z Z TL Z 8i l �.l Z 1 I 11 Il Z a * L 7 t Q * lr u DRAMING. illl IIlIIIIII IIIIIIIII IIIIIIIII Illihll lllllllllllllllllllilllliliilillllllllllllilll111111 illllll1111 jllllllll�;' �!Illlllilllil llllllu ullllfH uul!III imhlll luil lllllllll ulfllul Illlllll ullluu uullul Illlhul ullllu)11116u1 lulllllll • MAY 17 , 19 9 0 --low , ' "•�"".w•""•. , w.w.. ..++-.w... `...r_.._.._.w-+w wrwwr.r. .�•.YrsW T.O.v .-_•. �•;..ter` .+w. " j� ., _ ._ -- i�,:R � ti�lq''r r' } i . 1 pp 3631 y ORCCOY MASONRY 1. ALL HOLLC'u CONCRETE MASONRY UNITS SHALT_ BE 11ALI' SAND + HALF PUMICE UR 3 EXPANDED SHALE GHADF A, 10CIO PSI 2-CELL UNITS C7NFORf"ING TO U.B.C. STANDARD NO. 24-4-73 AND A;TM 1:90. 2. GROU FOR ALL REINFORCED BRICK AND UNIT HOLLOW PIASONRY WALLS SHALL BE 1 3/0" AGGREGATE CONCRETE WITH A 2R DAY STRENGTH OF 3000 PSI WITH INTRUSION AID ADMIXTURE EXPANDER APPLIED 4 OUNCES PER SACK OF CEMENT. ;LUMP SHALL BE �� O 7 TO O INCHES. b 3. ALL MORTAR FOR REINFORCED MASONRY SHALL HE U.O.L. 'YPE "S" 1000 PSI _ COMPRESSIVE STRENGTH AT 211 DAYS WJTH THE FOLLOWING PROPORTIONS: CEMENT - 1 PAAT LIME - 3/4 PART MAXIMUM - ----r SAND - 4 P1RTS MAXIMUM 2-A -to BLT- ``, 0 ----- MASTER BUILDERS "OMICRON" AS PER MANUFACTURERS DIRECTIONS � � 4. ALL MORTAR SHA[.L 0E MIXED BY MECHANICAL MEANS AND PROf3OR7IF4E0 HY ACCURATE I MEASUREMENT. SHOVEL MEASUREMENT WILL NOT OF ALLOWED. X 5. TESTS - SCE SPECIFICATIONS A. ONE MORTAR TEST, ONE GROUT TEST, AND ONE PRISM TEST SHA[L 6E TAKEN ----^-• r-+�------ - O BY AN INDEPENDENT TESTING COMPANY FOR EACH :'OOU SQ. FT. OF WALL AREA. (L 0 6. ALL REINFORCING FOR MASONRY WALLS SHALL 0E GRADE 40 CONFORMING -'0 ALL „ Q m PROVISIONS OF CONCRETE REINFORCING SECTION ABOVE. M CI 7. EXCEPT AS OTHERWISE SHOWN REINFORCE ALL MASONRY WALLS WITH THE FOLLOWING � _z h N 8" CMUM L \ 1 e r' 8" CMU 1-#5 4 4t1 O.C. VERTICAL � CENTER OF GROUTED VOIDS - - \ - W 2-#5 HORIZONTAL IN BOND BEAMS Al 48" O.C. _-_ - __ -_-_ __- _,_ w Q 91 0. EXCL'NT AS OTHERWISE SHOWN REINFORCE AROUND ALL OPENINGS WITH 2-#S HORIZONTAL -" AT HEAD BY OPENING + 4'-0" A 145 VERTICAL AT EACH JAMB BY OPENING BY 4'-01". 1 9. EXCEPT AS OTHERWISE SHOWN DOWEL ALL MASONRY WALLS TO FOUNDATION WALLS WITH 145 DOWEL X 3'-0" ® EACH VERTICAL WALL BAR EMBEDDED 1'-6" INTO CONCRETE. $� - gc�'TTC)M Off- 133EAM 10. LAP ALL BARS A MINIMUM OF 36 DIAMETERS EXCEPT A5 OTHINTERSECTIONS SHOWN, % - - � �� - ���,�� � �EGK � a 1 T1. PROVIDE. 2'-0" X 2'-0" BARS AT ALL CORNERS AND INTERSECTIONS FOR All WALLS - s,Z SIM. EQUAL IN SIZE AND NUMBER TO HORIZONTAL REINFORCING. i� G:- - av"e-'..AMINf�TE0 SFEAM w 1Lt "-5 - TUBE4- GOLL.�MN z , FRAMING LUMBER II 1. ALL FRAMING LUMBER CHALL BE DOUGLAS FIR OR LARCH GRADED TO 1970 STANDARD GRADING " 7YP I - L!LIE Tx'XlfiT G t► vCa. I Q 1 RULES 6 FOO WEST COAST LUMBER. Oa i A. BEAMS do STRINGERS -SELECT STRUCTURAL, Fb 9600 2. PROVIDE SOLID BLOCKING (SAME DEPTH OF- MEMBER) AT ALL POINTS OF BEARING AND -------- - -- - -- - _72712777a �� ---- -- --1--T_--T_-rtT�__ _ 2 Lo 1 X 4 BRIDGING N B'-0" U.C. MAXIMUM. 2(i�(��- �Q-�Q j�.OMh (%t�{,I44 21-2 B8 � (- 21 •2' EPS 2lT-2ii � l.F%:�. 2�7d-r� 3. ALL PLATES AND LEDGERS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE - - -� - TREATED, OR APPLY 3G# FL:LT BETWEEN WOOD AND CONCRETE OR MASONRY. I Z 4. JOISTS UNDER ALL PARALLEL. PARTITIONS. S. FOR NAILING SEE SCHEDULE AND DRAWINGS. DECKING i F � 1. DECKING SHALL BE BOND-DECK AS MANUFACTURED BY AMERICAN FOREST PRODUCTS - t � � PREENS, CALIFORNIA. 2. PANELS SHALL BE 1+}" THICK X 20" WIDE AND TRIMMED TO SPECIFIED LENGTHS. i _ � U (a .1 3. MATERIAL-WHITE FIR DRIED TO 12% MOISTURE CONTENT BEFORE ASSEMBLY INTO PANELS. 4. INDIVIDUAL COURSES WITHIN THE PANEL SHALL BE JOINED TOGETHER BY WATERPROOF ((Q -- -- -- -- ----- -- - -- _-__ -._ .�_.._._.__ _-_ _. . _ . ___ -__ -�_ _ - ._ _ _ _ __ _ _ 0 02 T AOHESIVES TO DEVELOP MINIMUM DESIGN PANEL SHEAR STRESS OF 830 PLP. �� r 5. GRADE - INDUSTRIAL WITH FACE OF BROWN PAPER. a 1 6. DECKING SHALL BE SIDE AND END MATCHED. ti7. PANELS SHALL BE MINIMUM TWO SPAN LENGTH AND SHA!L HAVE END JOINTS OF �OKII l ADJACENT PANELS STAGGERED. � Ol B. FOR NAILINS SEE SCHEDULE. 41 1 L�11 GEN AL _ 0I [h x TS. fax G)<D.'•E'J'7 -T•U ' 1. GENERAL CONTfIACTOR SHALL VERIFY AL,L DIMENSIONS AND CONDITIONS (INCLUDING m GOt.IJMI�I "/PICA j -.� 2 - M I OPENINGS) WITH ARCHITECTURAL, MECHANICAL,, AND ELECTRICAL DRAWINGS. t � 2. SHOP DRAWINGS SHALL BE REQUIRED ON REINFORCING STEEL, GLUE LAMINATED MEMBERS, PRE-CAST CONCRETE MEMBERS AND SHALL BE REVIEWED PRIOR TO FABRICATIQr• SUBMIT 1 PRINT AND 1 OZLID REPROGUCIBL.E FOR APPROVAL OR CORRECTIONS. - 3. THIS STRUCTURE SHALL BE ADEQUATELY BRACED FOR WIND OR EARTHQUAKE FORCES UNTIL THE ROOF AND WALL UNITS HAVE BEEN PERMANENTLY ATTACHED THERETO. I - -- i f NAILING AND CONNECTION SCHEDULE MINI:'IUM NUKBER OF NAILS FOR WOOD MEMBERS (EXCEPT AS NQTED ON DRAWINGS) 61M['SCT MG '-5 CONNECTION COMMON HN,CvES C,GkJhl ,rCnw a�.N�pUr.J ' • I EACH !BEAM ( "ryecc,V j I 1 STUDS TO PLATES - ENO NAIL 2-16d _ . - -- - TOE NAIL 4-•10d - Gx 14 ^� �'tJRt_lF.Is g[- .G TOP PLATES h BOTTOM PLATES 0 Q - SPIK.E TOGETHER 16d ® 12" C. - - LAP & INTERSECTIONS 4-16d '-� _ \_S2uBot4DDBGbG. -- 2Y. LAMINATED BEAMS 16d v 24 T 4 STAGGER 5� CORNER STUDS 16d 616" C IN �k '4 D pLJfZ_(NS $'-Op O.G. *� 3 7YP. 1. NAIL TO SUPPORTING MEMBERS WITH ONE 16d TOE NAIL AND 5-16d FACE NAILS UNIFORMLY SPACED. fi 2. NAIL TO SUPPORTING MEMBERS AT PARALLEL EDGES WITH 16d 0 6" O.C. �____,'I- \ -!d BU 21-3,fdW� 20L 3. USE BOND DECK SHEAR CLIPS 4 PER SPAN PER PANEL. �� -__ ___) � ��'r- �g-•_� I•,__,�- ��_� �_-_�__ l _ _.._ � � I i PLYWOOD _ FACIA SHEATHING BLOCK ALL EDGES WITH 2 x 6 6 EDGES Od • 6" O.C. 5 p' N INTERIOR OF SHEETS Rd 0 10" O.C. APPLY }" CONTINUOUS BEAD OF ',M 4230 ADHESIVE TO ALL PLATES AND STUDS AND BLOCKING. OTHER WOOD CONNECTIONS LEAD HOLES TO LAG THREADS - J" 0 LAG s 3/8" ,l0; 5/0" 3/4" >ti = 5/e" � ► .• II i � � G � / SOAP THREADS AND INSTALL WITH WRENCH ONLY CONNECT ALL BEAMS AND JOISTS WITH SIMPSON HANGERS TO DEVELOP STRENGTH OF MEMBERS. I1-Gtr 4X8 1-EL�GE:K 1N S �"4 x8l 4xa I.�G1+►fsF+t .^1/'-� Ic k /!5/4x rllxol-(.0 f•.4'-Q" to c. 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POKIr 11.4 . �7- II ���' Mf3 bll IN SIDE }GF " /J•1G' ':I� I� -K " x 7-x� ��� D II tC -S N t M T TITLE al G*/ X ,l *4/Ip-3LGp XS' P-WA3Dl.T9 svl ��I 'r8 %XGX 4,187 TUNB� Ila To crw L 4/ Z CowMN 'Yr+IG,,►t�� - r MAH - ._ Z L--. - r ---:--�_----� T� CU NP_!C.�`T-1 C�h•J 041.1�•G�� o R ".1 _ 111 II IIIII I1 Jill III 111 I111 It III NOTE1F THIS MICROFILMED I-III I_I�II1I_111 I I-II I I_I�I III I III til_I_!II I II I I I II LI II I I I II I I 1 1 I1 I1 I 1 1 II l L I I i(l��I I II I I 1 11 1 1 1 1 1 I1 I I I I LI II I I L I I I I IIIII I I I 1 I I I I III 11 i 1 1 I1 1 1 1 DRAWING IS LESS CLEAR THAN - r THIS NOTICE. IT IS DUE TO _ THE QUALITY OF THE ORIGINAL DRAWING. 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I'll IIII�IIIIIIIII�IIII IIII�IIII 111111111 IIII�IIII IIII�IIII Ii1111111 IIII�IIII IIII�IIII Ii1Tri �IIIII1IIII�;.;�llllll1TI ,,, 111"i111hIH!uillIlll imlilll"1111111 IIII�11111IIII�IIII lil IIIIIII Ii�l!I�II lilllll�l Iillllll� Ii1111111 111111"1 Ii1111111 Iillillll illiC�il MAY 17 J990 _ . .._......... -- - .......__.,.._..,...__"'. '711�ISILat.,.ri.ug711kuaar.:L6.4�i. ,.,,�..rn_„1.,,._.. ..._.,-,iriidl,r. .. M _ •• , 1 C (A'7 /' ✓ O 2 W Z • F M� i �J' � Q lYA � U a it . u �9 ,r b wrr in— ' J m fLA �I 2 n I '. V .=. / w Van P, ` Z .22 '`� f 4 .4 an 71-t_bT ILI � Lu 11 /0 -p4u � Lmra ~----- ~ A. t Yty v :+Vly yhwpret;w.ra .'-•a Y.. 1oms"4Of t :z N' , lII lIl ! , I IIi III III I ( I III III III III � � � III Ili � � ) ( � � Ili ! III ! I ! III Ifl III III III III III III I ! I III III ! II I I ��� Ili III III 1111111 i � i � ili iii iii ilili � l iii ili i � l � ili .. --�:.�. _ ______. - , 1 I I i NOTE : IF THIS MICROFILMED 1 �, 4f 5 7 9 - - --1� 1 1 12 DRAWING IS LESS CLEAR THAN - ----- - j THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL E ez llllllllllllilllllilllll11' II11111"011111"IZ1111111lllilllll (I Z �IIGT DRAWING. T i i � Iill IIII g II Illl L l IIII1 11111 llI � � ( tliillIIt tIIIItII Illi 6IIIllIIIIIII• IIIIilf ll IliiIIIIlI� 1111 111 1111 I1 �11111111E11111I�S1I 11�I Z1111111� I ,. ,� -Ir � • 41 MAY 9 9 IIII IIII , PIPING L WASTE. AGOVE GRADC -- -.�- 'WAS TF. S E L...OW GR.A[DE ISOMETRIC E.N T -- - --�— COLD \NATER A130VE GRADE . NTS --- - -- NGT WA`T'ER ABOVE G R AOE . EX15TI N G 4''v -T R 2 40 o t 00 Wc i ill 4 UR) i we , -- I Vr c n •Z a.. .... �� r .� fir•... 113 / _ FD. / I f I FE). I / 1 ot t z -z i Alm f � „ l I MEZZANINEPLAN- 3 SCALE- 1 -0 1 �_ 1 4 � 1 (7-7ERBE.R LE__( . Et�,JD4P,Y ELADlP,_' ,,5 UR - I - VEAL.;- HUNr3 UP it IAL ?,,jF_W WC - I -- WA L_ L HUNG WAT E R C L_0 c E:T , NEW DRAWN BY SMEEl NO S - z -- RE. IN :: TALLED E:XI "'� 1NG S ►NK FROM LUNCH Rt�DOM F L. R Z Tf-MP __ CORPORAr/ON J9 K jo., NOTES - S - 1 TROUGH SANK NEW 6nRrnrtr., - C•orrlro<lor+ „> , • 4800 North Channel Ave. 1 d N0* .5 $ Portland, Oregon 97217 OF ..-..�r. _. � - � • .1 a .... �y s. . . ..1 Vr.•+w .wa.M.e..•.r..��. ,ry. .. _. -.... _ r r •' �+, �y . �. y�{�.{y��y ��R T'Cr,:..y. y rc _ 1' '_' -�'�'E�,P'p.f'teT-•tSi'G�,. qL W' _ "haw.i ..•..,'!C''_. a ... �j sr nr, y: X �1 �.Y. .• ;y. . .�,�.;,!� � t �.. .�"i•.. , - , NOTE : IF THIS MICROFILMED 1 21 3 4 _ _ 6 JL 1 1 1 DRAWING IS LESS CLEAR THAN �� -� "� THIS -NOTTrV - PIPING LEGEND ,..�...�..-. .�._.._.. WASTE. ABOVE GR ADE WASTE BELOW GLADEVENT 1 C O N NEG`r To E X 1 5mr I N G _ COLO WATER ABOVE: GRACE HOT - COLD WATER • �'� HOT WATER ABOVE GRADE. COLO WA'T E R BELOW G R A O E r+' 4 t ! 4 ..._. y�w�rw.r+. .wM.�►w+ yr�_••.�.s•_+ti.,�_r wsw_...,.._... .ter_,.,_-. ..r_.,..r ►._, .-...• Y '_ ., ♦.....wA"...,�-•y._.,-Y T .. ._r► .,..-.....,..' .....,_ __•.•.-...._.....rw, .. .... +.Mw4....-..._._. -._+.._w ...-- .... ......_. _ ..... ..�...._.--.+w,e.�_..._... ...._._.r+..+.r.�"�.' .�Vrr. .___.._w... 4y - ` 1 �.,...ws-+W.•..rN, ..- —. t_--. --0:-••-•--,••..-„�.1`...._.yry,w......_ .__.......,_....:..i... .. _......�.. ..._...... ... ....,. _,� _. ._».. ..-_._.. _. _. _`JT •..��-...w.._..i..'.....�y.. 10000,00 *, tI ! 1" ^ 4 _ 4 M � CryRE oQOa 5- ! 1 '�I V. T. R . WG I wc d 01 WC r t J � 4. - TO SPRINKLER SYSTEM w - _ i 150IMETRI "61.0 NT5 • . f . r 1 M �•-yet_ --+ ..... NEW PLUME1 P4 M h •waw,+�wIM�rMII►- GEI!1'0'�� R L��ENDAKNo ' PLAN 5 - 3 SINK , WALL_ H UNC', 5 - 2- 51 N K , OVAL. 7YF'E SCALE-*"'- 1 - O _ NOTE-5 - S _ 1 5 I N K 5A R TYPE "IM rY ll No rl TLM�P_ CcNrmQt K 400 Mdoh M wpo l Anow 2. Ism Ir l � � i1i � i � � � li � i � � il � � � � � il � � � � � ili � � � � il � li i � ilili ii � li � i ilili � i � � ili � i � � � li � i i � iii � i i � ili � � i � i �i � i � � � li � i i � ili i i�ili �i i � il � � i i �.ili � tl � � � � , i i � i � i � i i � � � i � i i � ili � i i � ili � i �� • . ._......._,�.. .. NOTE : IF THIS MICROFILMED 1 2 4 7 1 11 12 DRAWING IS !ESS CLEAR THAN T- -- - - -- - - - ----- - -- - - -- - - - - - - - THI'-' OTI • Q [� CONNECT TO ___ (�1 ..� LEGEND x ST N h WASTE ABOVE GRADE \ � I ' 72: _ ..�. WASTE BELOW GRA M ---- VENT ( 1< 2 -- - ---__ COL-D WATER ABOVE GRADE MOT WATER ABOVE GRADE � � \ 1 .00 2. ..." 00, oo- vvrl 4 ... ._ ,. .. .`w.._.._...-. ...,til.....,._ ' w••�.N..�.,,. ....1... •w. .:.....a.._" •• «s--•.• ^ ..". ..r'1 - / I '• � � ` ► vv ' i�' t• .'� ; • i i UR 000 !I 4" 3 II ,.ems WC I .� / I WC FD wdo e c - � MEZZANINE PLAN F ,^scALFF� 7— ` 4 2- 11001 - " � 3 10,01, ,. 3 E X I ST I NG 2 •, i i i , ,4 �1 op2 I ! ► ISOMETRIC I I NTS I 1-0 I ri ! t NEW P L J.f I`ll B I N O GERBER LF.GENJDARY R. LAOLb NOTE-5 NF L 00R PLAN — DRAWH:Y -0 , -- -�`-- - - - Empl-CONTROL CORPORATION .�E� le 37 C A L E _ -• ntMCanr►,sc•lur 4 4909 North Cbaww 1 Av. SpA N Portland, Otow 97217 OF �' . res....- ...— .. „ • q ."w'"�,. • ' .MM �++- Mt,;' u►1 r �' +p, l FAR THANN Ii1� i7 DRAWING IS 1ESr7 9LNOTE : IF THIS MICROFILMED i . " .............._. _ _ T .. �i, ;T T - Tn ,1. i f PIPIN ' LEG7END J � WASTE. BE.-LOW GRADE r c� EXISTING-7 T1NG WAST. BELOW GRADE -S D...,-- STORM DRA1I1: BELOW GRADE . } ----- - - TER O 1 sump COLD WA BE-LOW W GRADEr �...._.� GAS r . GAS VH ' 135 MBH lo GoNNECT T4 6 " tt EXI5TING MAIN 1 (', _a._._. -_____�. G -- _. 4 A T COI. ' Y. j UP TO ROOF V r 2 VTR ��.. 10 . 7 VTR H @ t� SItJK UP 70 CANOPY - , �.� SD- 5E 6 " 1 CONNECT '"O EX IST' N •t,f #ff 2 I ; 0 tf '000) IDi T� S��'EJq y .""._.__.___--____. . . .._ _ • ». _ . r ,. F'L d O R D R A 1 �.� • � . . ...._ •. .y.... 17 I • 1 . G AS U I • 225 MBM . � ; 8 Wr R r.�1- .. •.s- .•._q.r_t-, w •. Y .. . ... ._...w_.._... ...••s .. .. . . _..._.• .. ,.• aw._• _.•.._._-u r _.,.w r•••.,•.«. .. - _ .. . .._ .. . . r - .'{ r-. ,. ...,. •r.. . ._. , e h. 18 GAS U - H 2�. MSH GAS U H r� GAS U• H f� VTR.. R s " v.lrR vp 'ro ROOF .�,.C'a4ff��mel41bd1fr�,. ..r... �w-.••y�,y,��a .w- .. . ww��/yyy��� 7�_.�,iw�ys _+:�.,��. _.;,:,,...,.,, �.....�� ,,.�`•'� �r..n a...•R.•v.•..,........._w.•...•_.,n/••4I' •Yy+.ir... ..._.... w, a _ •�.w+..a. ... r.M.....+P�'r._,► -h.w. r^M•M+.rM/Mi __•{.,•V•._.r hw i^.. ... a». ._ _... _. - ... ....,{,.,.ry••. a-••.ar,..•.r..�a,_.„y, _„•y ..•..•.w •..•.♦. . rr_..._ w .__-4r w', y........•. ..r .,. 4.IM">t •�•Migl- T "'r,•r vl .-wf•.•.....• y. .�,Y�,1.•4 MM nI_.. � �,r r• -.._. •._,•,e•'wt _.µ ./r a_"1ti• .r w...... „ .... ...,•• .•r♦ar•,_r.•grr-�.+•.w qF..r. r•.r•. , � - - V..,_y.• 4jtx.►.. 1r►•_a�wwrF. � ' w r..•,,..,_.'4••.. r•.• r_♦, ^Y.•r.w•••,w•.•►ti •IFj•►+ali..•.nM.y.••h���•,. ..T•+.-.wv._..�rrt+.M yY•ynMa'•.�I•M'1.e4'.1.r w. • .a.. w�'_. 1.., 4- r .�•Ma�... �. ,w.rw. •r'"I'r ...,'»+w_NMrV•+ .. a . .V � VI . i TO CREEK ` � .,. � � • '1 • 4.. / - .• r. • - - .. � .,,,�..•.. r_... ,�. w... 'w„_'wre ♦p. 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Q TfMo CONTROL CORPORATION 1?5$ �� ►'[. r 4 5 Tt ..} 48110 Nor#h Chann•I Ave -65h0 f Portland, Oregor, 912'17 Of ,� ;� tAar�iit.s•�c 4 pr, t.'t v a �r- o � - ,� ��.�y. -`nr" eM.�rr.- • 1 1 NOT: IF THIS MICROFILMED 1 2 3 4 5 6 7 ,J 1 11 12 DRAW I Nt IS LESS CLEAR THAN `��-� �' _ —--- `- II `�50 \a �o I 1 Zo E 66-4.31 8j),-O 275 I- p II E a 'f Z•I:" I�, I�� ; i2'•O� Ib -,� � p' Ib1.Od � I I x 1 :I N-- - - ------- -- 200 - 0 r r,-�`I L~- +• ,,p "'� _ -+-- ' -'O d•O-� I� U '2 -O _ ......y ;?C: -p a 12c�' c� �� 2r)'-r, Al , _ r 114 1. I t l . � ..•._......_._ ._......_.__._��. __.._.._1,► t� --- - ------ _._. _ i _�`� -� 1 t *se.ya..r.. < rrr-.a. -�rrR--ws.. _r-•. .rear _ ___ - - _ _ -. .�-._� r_._...- 1 $ 40 • w�.w`�_._... „_._�_. _— / .. PING AMA I o a fi .f F , �� � - __ _ _ __--- _-___.� _ _ ------• - _ . �. __� � - Ll°1 I � - � ,- �- .•,! by +0 � 1 •1' I - -- I�•�' I I ,. •�'1 I Lh`al I / i ,'I i Cxl.ari I;� �cl�•TIr1N �i1 KP �lTi� l ---�---�_ 3� 4 at �lac) 04 t' Ctt'.+C LAhCJ.ai,�li°IN� I �TIARu) ILo T _ I / Y/ w -zv �" 1 Lo (L p , /* Il' �1P1'l,20 �- [I�i• 'r- T- t��0 I i \ \ � `� I ^� d \ ?I � e �' �� � I ESM�INq ,�. % � \ j-, � 1!] ` ; \�or / � � � I 5•(A1f-, I�UII� :�:t1•T'•rL.L, 1 ,\ � '�- w a 4 !C, `\ ,\ � � � /•,/ �• ��(p � /� ��� � � fir/ I -1✓'7�1`'�'�il�t(.-/ �%I � I�� .��I�"�1 F.II ..F. � .. � I � '�. / � �� r KEL4r- Tl1 4^o HIETer, ' --`lI I .__ _..—.—..._...--..__.__._—___.�._'—_.' __."— --- - '9i �r`(rf�I��iT G�F'rT!✓' I � Z I .> Ik it FC!��►TE �(hIK I � �r•� �' � I �^ � ' '� � '' \ 101 '� � _ .—_ •� � Z kill ti� - .�."' Io�' X58.� � � a'/ I af , —L I�I.o � !`' •%lith/ 'tA►�t11•tZ.; � ,� I � � �� kr-i, �> 4' LANIJSGI+�"! � +, .oma'• / , 1 � C;4- 660 j-�/_i}I HfA i3 I I I j I I I I I I _ _ - _ -------- < -- < _ARV`,&AMP Aa-A I IIS (— pacl�aj If,IG L^NVc C-Ar'It�,, /.- �-tbj4� 10 -i• _ �L_—___._.mow_ _______.�._ ' Ak �+�TR+J�'TION '1"1'I''�' , t•LAI-lt - � �1<_ ` ham: '��� I��I_`�__._._ Uf1'I � ',j _ N �lCl�fi I'��h� 45 U �" 1 RAv11 tOT 10t9Ie AT,c N;e 4'-0 . I-AH G-( -2 `ti,+. AWI'f IOF4 / r lg"yi �P' I L2�JO � ICII OO (r9Clfy IN T ! t.Ij••I"( Af'�A -s}�2c� � NORTH �1 y MX-Ll' -eMH K1,ev: Y - 154-=5 ►few r"Icr "S' •, r#� �a'n. : 141 frx l��f l OFI'`1 <� I-r�44 •� T 1°NCK1I4" P/�GP* 6AOWH s It7 MJI.t.- `;-1:0 OPFIGG ADDI'fi'IOf�t ?2 � C, TGfi" G'F c�►�4F-T11 2� coMi'r►�T rto1'�►- orl!169 �re#, X72 �� � r —- - w IE � �GALr- � Q ✓ _l.- ''� r' I w1U.1^M� Mor LING +1 4 T. m'! --j' _ - - - - �-jV+ 1 �- wlvilloN• Yh �"'� `�G, 4.p' JUN 22 197E IRS a� DRAWN ■r �Sk a +' CKND MY VALIDITY OF THIS PERMIT Joe e N o. IS CONTINGENT ON APPROVAL OF _ ---- •-•- - -r , I I _ CONSTRUCTION AS REQUIRED BY - "�" '"'�- Q I nRS 419.155 �' .✓L�L }� N �� �� I i UUO. OOI 1 ;1 DATE 11 ` ALL SPACES MUST BE ENDORSED PRIOR TO/ �� +-yG`V 1 '�'I" �;.�N�►� ISSUANCE OF BUILDING PERMIT i (PLANNING DEPT. Date PUBLIC WORKS DEPT. _y_ Sullding must be complelad BUILDING DEPT. Date y ��,� according to city codes and t _ final inspection made before TUALATIN RURAL � 7 _62144741. 7 J s H!F T T I T L■ �n I FIRE DEPT. Date -1 Z �-!,2 (l•Ju � occupancy. CITY OF TIGARD APPROVED FOR CONSTRUCTION I ( f CITY OF TIGARD • GENERAL CONTRACTORS I SUB-CONTRACT TORS MUST HAVE CITY BUSINESS LICENSE � T� ��-M ► ss AND ALL NECESSARY CITY PERMITS PRIOR BY., ---.TITLE-- ___-_DATE-_.-- ., NORTH TO PERFORMING SERVICES. 09C \GI t4 I�`�'� MAI`'' -- --- I • JAM 0 w*r I QR _ t III 111 III Ill 111 111 111 I I III III 111 I II III III III III�III Ill III I I III III III (ICI III III III I 1111 III III I LI III I I III III III III VIII I III III 1111111 Ill III V IIII ' NOTE: IF THIS MICROFILMED I 11 I ! I I I I J I ! 1 4L--51 DRAIIING IS LESS CLEAR THAN — -- ----- ----- -- ( I ✓✓�----_-._ _+--_ ---� THIS NOTICE, IT IS DUE TO _ THE QUALITY OF THE ORIGINAI 11 � DRAW ING. 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III III III III III III III I I III III III I�jI III III III III III III III I I III III III III III III IIIIIII III III III I I '�I III III I(I�I III III III I I III III III III III III III I I i NOTE: IF THIS MICROFILWO DRAWNS IS LESS CLEAR THAN —�--_—� `!� V—� — /L —�--�✓ ----- I I THIS NOTICE, IT IS DUE. T7 _ THE QUALITY OF THE ORIGINAI g a Z a L 4L Z �L L [E E l l Ll i i ►II Ei �[ it i 8 Y �L 911111112 ♦ S t�,. Ti 71 T I IIII IIIIIIIII Illllllu IIII�IIII IIC�IIII IIII�IIIIIIIII�IIII IIII�Iilllllll�llll IIIIIIIII Illllull.11lllllll Illi�lllllr i�lllll II!IIiI��IIIIIH!!•jllb��l�ll„IIIIIIIIIIIIIII IIIIIIIII IIIIIIIII IIjIIIIII IIIIIIIIIIIIIIIIIII IIIIIIlI11!1!11111 IIIIIIIII Illlllljl IIIIIIIII MAY 17 J990 r ` A01— low 0 .. ...�,rr....�.«. A(No. A AA (J 1 A, f w I rl _ •-- .._. .._ ._ __ -rtr _ _-- __ .� _._ .___ __ __ _.- _ ___� __. _ __..__. __. __ —__.__ _ — i r-. k,.L-J-c's...L_a 1 I � a r Ij ..� 17 =1 7— -� ..�r---- .. ------- _ -t'...1 1 0 I� - - �- ��,r�-�--;�• z IT"plr � , LoIN61 e)r-, TIDN A _ �Jll•�'�Nl�. . �- G�IOF-I_ Lo <<�. Ib,; to �-ropL- " �N 1� � � b io I I 1 ) � �� � ' � W a ._ ter--- �i - „ I ,� - . -L -� - - . - 2 w 4~ O 0 -l— , t = Nig WI TTrFr : -- _. _ �- ,mow ^. r -L-7 L 1. — - - --- -- ----r • I �UII.bING� �- '101-; L �UIL�IGrt'lo� p I C U W to � � ,;:. _ r� - --___-_ - -• •- – � ,��G7�_------_— '' Q � ,�. d�� tl l�o m Ijy �5 v- A �I PaVISIONE UAAWN ■Y �-_CHOCKED BY JOB NO. DATE YHEET TITLE 1 OR bt 1�1 II Ill Ill !ll III Ill I I III III III I I ,�I III III III I�I Ill III I � Ill II1 III 1 1 lIl III I�I I I III 111 III I 1 ill ill III Illlll•I Ili III I 1 111 111 11111, III III III I I - NOir'; IF THIS MICROFILMED ��-L`--- --� DRAW IK: 15 LESS CLEAR THAN THIS NOTICE, IT 15 DUE TD DTHERAW of THE ortlr,INal WIW, �Q L yLlll LL 9L 9L L L i�L lL L , eh tljt I t.11 [ i ( >�i E�ir 1111 Illllull Illlllllli���, II11 II►111111►IIIII1111 I►lilull Ill�l►ill llllll�ll�lull�lll llllllluil►ulu�lllullull„ ,Ill�lliililllll lluluu Il►Il,lf� ullll,ll 1�,� ,ll. lll�.l�llj�ulllll►lullllll llllllul 111111111 ullllli► lulllili Illlll��l lulllill llulull Illllllll �Ilililil MAY 17 1990 p 1. --..�.....-._......�-......._.. _-......_.__ .+ter. H .-..�..++ r-::m-.�.�. a.,.._h-::.,. - .. ..-e,r.relHE.. �. ,r:rr�axMirili►.. - ,,. ._ ..o�v�' .... I�iGii � � .._ -. -." . N 1Tiu�L fh��• .n -aAr, - — "�. ._ W NP- 0 -�_,._ _- _. -- -.--�'�'•iR•�.re.r:.w-..:r.,..s... __ uc�.lc+..a.,;ayra.ar.s..rs+v.+oa.ac-+r stc.'sr..s- 1 \"Jf��'.I N-\ Aq OAU �• Out 0 Nr , ROOF ....r..r.............••...r•.rrr.'...... 25 LBS. PER SQ. FT. �I D FLOUR...................................... FUTURE MEZZ. 125 LBS. PER 80. FT. WINO........................................ U.B.C. BASIC 25 LBS. PER SQ. FT. SEISMIC.........•......rr.0.....•.....r.... U.B.C. ZONE II I %NA T I ONS 1. FOUNDATION SIZES ARE BASE© ON A TOTAL LOAD BEARING SOIL PRESSURE OF 1500 LOS. PER SO. FT. FOR EXTERIOR FOOTING AND 2000 LBS. PER SQ. FT. INTERIOR I FOOTING. 2. FOUNDATION ELEVATIONS SHOWN ARE TO BOTTOM OF FOOTINGS AND ARE BASIC llsfl ELEVATIONS. a. ALL FOOTINGS SHALL RE A MINIMUM OF 2'-U" UILOW FINAL GRADES OR 1'-0" BELOW A ' Lfi I I a i c EXISTING GRADE WHICHEVER IS LOWER. 4. ALI, DISTURBED SOIL SHALL BE REMOVED BY HAND OPERATION FROM FOOTING EXCAVATION TO NEAT LINES. r�� I r4 - 5.. BOTTOM OF FOOTINGS SHALL B[ STEPPED FROM ELEVATION TO ELEVATION AT 21-0" 1 I(�! A ION YJLLL, I I I W n 1 I HORIZONTAL TO 1'.0" VERTICAL STEPS OR SHALL BE SLOPED NOT TO EXCEED 1 y VERTICAL TO 4 HORIZONTAL WHEN APPROVED BY THE ENGINEER• C_ RETE - CAST IN PLACE i -' � • 1 = � 1 u 0 I` � W � I 1. ALL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY LABORATORY CURED COMPRESSIVE- CYLINDER STRENGTH OF 2500 F.S.I. PLUG 15% FOR F00?INGS (\� --• --- 1- --t-- -- _ _. -.-__ _._ __:_,f ___._ _ __- -_ _ _,__ _-- _ 3000 P.S.I. PLUS 15% FOR SLAB ON GRADE AND WALLS '-' � I 2. A MINIMUM OF 4 CONCRETE TEST CYLINDERS SHALL BE PROVIDED FOR EACH DAYS 1 ��� POUR OR 100CU. YARDS WHICHEVER IS GREATER OF EACH CONCRETE STRENGTH. ( _ �_J CYLINDERS SHALL BE TESTED AS FOLLOWS: 1 6 7 DAYS; 2 ® _8 DAYS AND 1 I 1 PRIOR TO TILTING PANELS. ! �Ihlll�I� d t ,' 3. CONCRETE FORM, MIXING, PLACING, AND CURING SHALL CONFORM WITH SPECIFICATIONS, I1�/S•FJ2 I- J I�f�• �J 4. CONCRETE, FORMS, MIXING, PLACING AND CURING SHALL CONFORM TO ACI MANUAL OF CDNCRETE PRACTICE, 1973 EDITION AND SPECIFICATIONS. O to I CONCRETE - PRE CAST 1. ALL CONCRETE FOR PRE-CAST CONCRETE UNITS SHALL RE NORMAL WEIGHT AGGREGATE I CONCRETE WITH A MINIMUM 28 UAY 'ABORATORY CURED COMPRESSIVE CYLINDER 1 I ------ ---� I I STRENGTH OF 3000 PSI. IO � - _ 2. PRE-CAST TILT-UP WALL PANELS SHAI BE CAST TO THE DIMENSIONS SHOWN ON THE LI I I I i 0 DRAWINGS WITH ALL REINFORCING STEEL AND INSERTS IN PLA17E. r ( �� ! , I _ •_,� • _ A. SLABS REINFORCING AND INSERTS SHALL BE APPROVED PHIGR TO PLACEMENT Of CONCRETE. L �4 1 4�b0 c I I�•y. - , + 41 •6110 uj ; CONCRETE REINFORCING STEEL r 1. ALL REINFORCING STEEL FOR CONCRETE SHALL CONFORM TO U.H.C. STANDARDS N0. 26-4-73 AND ASTM A615 GRADE 40. II.O�1 I r '_gip o1,1 ISO - +. ALL WELDED REINFORCING STEEL, 14ETAL INSERTS AND CONNECTIONS SHALL CONFORM TO Q _ 1 1� ' i 1 �70, 1 T�FIC7�i.�f�j M V �-- U.B.C. STANDARD N0. 26-8-13. 3. REINFORCING (MINIMUM UNLESS OTHERWISE SHOWN ON PLANS) 4a` r T T I A. REINFORCING FOR WALLS _ } 6" - #4 6 12 I.W. i CENTER �A -T- 8. PLACE 2- 15 CONTIINUOU3 AT BOTTOM, TOP ANO AT DISCORTINUOUS ENOS OF ALL 1`-� J FOUNDATIONS- AFib WALLS. C. PLACE 2'-0" X 2'-0" BARS AT CORNERS AND INTERSECTIONS FOR WADS AND i ---1 �a 1 L FOUNDATIONS EQUAL IN SIZE AND NlN4BER 1"U '!ORIZONTAL REINFORCING (3+ � �W•�I�I ! '1''I I� I� !F'•-G.1 1.._. � it 0. PLACE 2� X OPENING WIDTH PLUS 4'-0" TOP AND BOTTOM; 2_45 X OPEIQNC I HEIGHT PLUS 4'-C" EACH SIOEf PLUS 2-0 X 4'-0" DIAGONAL BARS- AT EACH ` CORNER OF ALL OPENINGS. ,'� 'fl1�I IJ.& T"t� ON I7 4. ALL, WELDED WIRE FABRIC SMALL CONFORM TO ASTM SPECIFICATION A-183.-70, II �'.� I 1 A. ALL WIRE FABRIC SHALL BE SUPPLIED AND LAYEO IN FLAT SHEETS. f�, 5. ALL REINFU,JCING STEEL SHALL BE DETAILED, FABRICATED, AND PLACED IN ACCORDANCE G WITH ACI DETAILING MANUAL 315-74. I I ( I I I l y�l•� I I l I '� �^ -^� As ALL REINFORCING STEEL SHALL BE ACCURATELY AND SECURELY PLACED*' LACED --s t_.,.-< �_��w__- _ � �-�----•__-_� _ - ��- �, B. REINFORCING SHALL NOT BE BENT OR DISPLACED FOR THE CONVENIENCE OF OTHER j TRPDES UNLESS APPRDVCO 6Y THE STRUCTURAL ENGINEER. I I� 1 1 I I I I L ---a l _ C. MINIMUM CUN'CHETE COVER FROM SURFACES SHALL BE: 1 .. - _ -w r� L 3" + �" TO BOTTOM OF FOOTING -� I - + I t7 .>" �" MAIN STEEL COLUMNS ! r�ce� �' I 6Floifi.l7 " l i n CENTER OF WALL .. �__. � � - j t - �-- - -- -- -•��c- � ,_o�n CENTER OF SLABS ON GRADE _ I y2 10. LAP ALL BARS A MINIMUM OF 36 DIAMETERS EXCEPT AS OTHERWISE NOTEO. �I � -..r.,., •.I Y1•F'r� Itj I.0 TIS III I w f- Ufi�tJRAL ,TEEL AND MISCELLANEW IRON I { r-- t- - T •r•�� Hcy, It ~� -I- 1~ , 1. ALL STEEL SHALL CONFORM TO ASTIR A-36-7Da AND TO U.B.C. STANDARD NO. 27_1_)3. I ( r I --I �y I 2. ALL FADRICATIOII, ERECTION, ANO IDENTIFICATION OF STRUCTURAL STEEL SHALL _ I 1-' c CONFORM TO RISC SPECIFICAT'ONS AND U.6.C. STANiIARD N0. 27-2-73. ! �� � - �•�_- - � _ � GJ � U 3. ALL WELDING SHALL CONFORM TO AWS SPECIFICATIONS AND U.8.C. STANDARDS N0. e, 27..6-73. �- A. ALL WELDERS SHALL 9E CJEfiTJIFIru UAO''K AWS SPECIFT!;ATIONS. 4. SHEAR CONNECTORS SHALL CUNfORM TO B.C. -. STANDARD NO. 27_8-73. -_ S. ALL MEMBERS SHALL BC CONNECTED 111:7)1 SEMI-FINISHED MACHINE BDL_TS UNLESS ~ I '" SHOWN ON PLANS. GLUE LAMINATED MEMBERS I y - 7 i--- - - -- 1. ALL GLUE LAMINATED MEMBERS SHALL 1,z: DOUGLAS FIR 22F BENDING STRESS GRADE 1 1 5i CONFORMING TO U.B.C. STANDARD NO. 25-10-73 AND 25-1t_73 WITH STRESSES / i AS SHOWN ON PI ANS. (Iq'L._1_ , ML 2. FRECTION OF MEMBERS SHALL CONFORM TO 4ITC SPECIFICATIONS. TAS I + 1 I 3. ALL GLUE LAMINATED MEMBERS SHALL BE NOTCHED, SHAPED AND FINISHED AS PER r' _ 1 �`�� I 1 I 1' ! PLANS AND SPECIFICATIONS. F L-_ L- - - L _ _ __� 4. ALL GLUE LAMINATED MEMBERS SHALI. BE FABRICATED WITH WATERPROOF GLUES. 5. CAMBER BEAMS TO TRUE LINES UNCIER 1.25 TIMES DEAD LOAD DEFLECTION EXCEPT �rIG2Q, j(p �- � �er� �I •^ �I� ( � I 4�.v�j �� � � Air I � AS OTHERWISE SHOWN. 6. CERTIFICATES OF INSPECTION #1 .AND # 20)'.011 �-,�M �1. 0 2 }-V� - -- - -�, C 0 2 FROM AITC, OR AN INOEP�'NDENT TESTING , �� _ -. __ -__..._ -----.___.._-__ _. _ _w _ __..__._-__.-_ -----_ -_ _ __ ___ LABORATORY WILL BE REQUIRED. -- - - ----- - - ---.-_------- -•- w -_ _ _ .._____--•-�- 2 -R7 I •O OPEN WEB STEEL JOISTS Ctl 1. ALL WELDERS TO 9E CERTIFIED TO AWS STANDARDS. rA 4 (�La��i'�+�.�. ly+.-t��• �.r.:►,1fiI��L1t G a� 1�1,�"t' 2.2•) � ------• pnT ficx�l �` ���� ✓ l NOATN FJ}e, pfeAli� I GJ GC�•�1CDI. j01Ht (GJ eupxg 'I Kxr)-Key - �•I � Ili ►' !`'� w � � -_ t��-,���+�w�P.t� • �f - - 1 �__- __ .. _ __..._-._. _ ___ _..__. -__ I �_�/��pf-vM _. _ ______._..____.-. _ ..--._....._.�._ .._..._ __-_.-_.- II Q�-i--i1'��-._....___.-_._-__. ..�. ._ .. __--__.._._-'i.�._.____.__._..�..�'�a_.__ __.�._._� __�..�__ _ �svl�loNe� rl L_A`-.tp- I'r �I"tv'I �✓1..J LAa ' rte' r�J�� �l/ !I \T 1"1= �Mc�fi� --,•�� _ 2. 1�►1r °KFS. �/4'� 1`(I' 4. 1��} c 12 o.;. T�f- IMAs �i 4 MI _. N ; Fi4H 4 2 a , - 2Xq ,l 3 I 1 �,c i I l a �' Sx7x Ty' VX v JD.Ib I I I ► ' rINGt ONAWN ■Y 4N'-I - Gp M�N.L f 7�1�F.lr✓ a5 AL.L. AruJ 2 5/r'��' x�l'' Irc ,y �c�x. Wh , r/a►,IG I 1 .2 GC7l.. i -r c�'�.IJ v IJ/ I I 'f ,► ISI.UMf IT 8•!� ?5 G ,c I•� '14? Jc OI-G WA`f b GFS', . f�►-Il;l / �N�t��"�-1' , FYI -1 � • 1 7+ dol �� ►J/ I ' I WiJ �1N� !hT I I !7 �I'•Gu ff 11, (0 `X �I.4 II # y X 1 - &4+1 1�A`f GoH�pKl�o •r -2 1/2' ep Nv• /� I U1�N�r(� � yNoWN I A� q �, 1 _--. -�_.._ -- .,o JAio. If,� X X421. I I, �- `jj... _._ _.__ ----- AT■ �f'dt� W1 'A• 10 4,6 X 01 -&' P.M0 WAY x 11-0 f� �J I I i v Kra + i e K. r' J. +�� ..• -~.., . . 2 !l y N•�• �•Fc.�J�lp i '. .X. ,, -, b -O X b-U x 1 _. . �• „ _ �.vL->�::: _ I'� � �: I - -� --- - � � �j •0 x �j-t� X I -2 G �1� x 4-6 t.�t%H i�IK'r 91�I� l,�rYF• C ,`�w,'4l I !""'�'`T^�' '.'�Ti1 1 .,j ��,' ,{ '.�,._'+I f': ' 'C S `±>. `J �.�T 6r •} •.'�IR.� r'�:T/I"• I 9!!� "S IN I' �' 4 G�c file ,c �' ,�. •NAT T1TLt t ►4*f, �: z1I r� 5 .1 , .":t' ��" AT rX1 1`� fr :7L.'r I� (Fi'� i,a• y. n r Mq r VA,frIW% 4,tI klI L• f� F'1 oK �'�� v,1�'t�I" f'�►�Itc�ldi - I --- --- - . - 1 --- b� pK �-O�911'.4 PT'61�� K�iF�IW�►�► W1�1.1'r'. �.�'' goy - ==t`= IAL I -- - - - - L - -� I�ALI� Gtr,Apr-AF• .L� 4 .1�/�L� rAHrL �': C;�l�. +.� ( O .Tr1t- 04 1� IPS 2 IN-}• K1��1C 94 c� 17 `,1 -_ I I I s5v^ ► I I p g.; f►1 I -U G .1 '' - _.. ! . _ " --.�1 __-- I ,T _ � I OL J o f* 1 - - ` - r. I.;,.. ...................... �.'+nlNYrrYl�Iri�r. •,.�I..w..,,,..,.�. ..._.�_.,-,r,.__... -�.- ._� III II III 111 111 111 111 I 1 111 III III I I III III III III III III III I I III III III I I III III III I I III III III I I I�1 I I III I 1111 III 111 I I III III III III III III III 1 I NOTE: J THIS MICROFILMED ' l i l 4 DRAW IW, IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO �011 THE QUA! ITr nT TI* ORIr,INAI � � I � � �DRAMIPX'. IIII11 ,,,1111111HIIII111111111 III111111,� .1.111 I`II111111 IIIIIIIiI III11111111i 111111111111111111 IIIllllll IIIII1111 IIIIIIIII Illllllll IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII lilllimrimlim�mTmiui MAY 17 , 1990 i F b. G -.Ka-..=_�:7777 _:_�-_-�.z___..,..__-r_sr._.:_--xa-_..----�r--sr�-s.=mc:�atx--.....�a:m-_�r_3 ---- •ss:r. f ^�-\` � I N j O M 1 MA 0 t d i 1. ALL HOLLOW CONCRETE 3960W IJNITS SHALL BE HALF SAND + HALF PUMICE OR EXPAMOED SHALE GRAW A. 10 O PSI 2-CELL UNITS CONFORMING 70 U.B.C. STANDARD NO. 24-4-13ANO�TM C90. 01 2. GROUT FOR ALL REINFOkED SPICK ANE, UNIT HOLLOW Mi81N1'I► WALLS SHALL W 3/8" AGGREGATE CONCRETE WITH A 28 DAY STRENGTH OF 3000 PSI WITH INTTIUSI[N AID ArjMTXIURE EXPANDER APPLIED 4 OUNCES PER SACK OF CEMENT, SLUMP SHALL BE d 7 TO Q INCHE&, 3. ALL MORTAR FOR REINFORCED MASONRY SHALL 13E U.B.C. TYPL "S" 1800 PS[ COMPRESSIVE STRENGTH AT 2d DAYS WITH THE FOLLOWING PROPORTIONS: �- 2 CEMENT - 1 PART LIME - 3/4 PART MAXIMUM __ w a t 3 �-10 BD, 1 w 0 SANG - 4 PARTS MAXIMUM � MASTER BUILDERS "OMICRON" AS PER MANUFACTURCRS DIRECTIONS J - 4. ALL MORTAR SHALE BE MIXED BY MECHANICAL MEANS AND PRUPORTi0it BY ACCURATE !I'� q MEASUREMENT. SHOVEL MEASUREMENT WILL NOT BE ALLOWED, ?t 5. TESTS - SEE SPECIFICATIONS )� A. ONE MORTAR TEST, ONE GROUT TEST, ANO ONE PRISM TEST SHALL HE TAKEN ----- -BY AN AN INDEPENDENT TESTING COMPANY FOR EACH 2000 SQ. IFT. OF WALL AREA. O 6. ALL REINFORCING FOR MASONRY WALLS SHALL BE GRADE 40 CONf•ORMING TO ALL ! 1, T PROVISIONS OF CONCRETE R !,I EINFORCING SECTION ABOVE. I +j; N 7, EXCEPT AS ❑THERIdISE 6HOWN REINFORCE ALL MASONRY WALLS WITH THE FOLLOWING El �� 8" Cn MINIMUM: +V^ - _ 3 A 6 E3" CMU 1-#5 N 40 O.C. VERTICAL * CENTER OF GROUTED VOIDS 2-#5 HORIZONTAL IN 130M BEAM6 AT 48" O.C. a B. EXCEPT AS OTHERWISE SHOWN REINFORCE AROUND ALL OPLNINGS WITH 2-5 HORIZONTAL ,' Al HEAD BY OPENING + 4'-0" A 145 VERTICAL AT EACH JAMD OY OPENING BY 4'-011. Z 9, EXCCPT AS OTHERWISE SHOWN DOWEL ALL MASONRY !:IPLLS TO FOUNDATION WALLS WITH is z r U� 1-#5 DOWEL X 3'-G" O EACH VERTICAL WALL BAR EMBEDDED 1'-6" INTO CONCRETE. J ____ Q 10. LAP ALL BARS A MINIMUM OF 36 DIAMETERS EXCEPT AS OTHERWISE SHOWN. � 1-------- - -- -- 3\ $� - E�O'Tl 7M OF $EAM I � a T1. PROVIDE 2'-0" X 2'-0" BARS AT ALL CORNERS AND INTERSECTIONS FOR ALL WALLS i 2�g�F�• �� _ FICT 0 ti4 OP 0wc O LUUAL IN SIZE AND NUMBER TO HORIZONTAL REINFORCING. I Gr _ GLJE`_,0&4•11gATEp $�M I w -�S - TLIBE 43TF�L GdL MhJ FRAMING LUMBER 1, ALL FRAMING LUNGER SHALL BE DOUGLAS FIR OR LARCH GRADED TO 1970 STANDARD GRADING � Typ i � �• RULES #16 FOR WEST COAST LUMBER, �" �!N1: COQ FXI�T'C �► t�G, A. BEAMS & STRINGERS -SELECT STRUCTURAL, Fb 1600 / 2. PROVIDE SOLID BLOCKING (SAME DEPTH OP MEMBER) AT ALL POINTS [•F BEARING ANO _._______ -I - �� - 1 X 4 BRIDGING 69'-0" D.C. MAXIMUM, �,(i '"� ._- pl,ph'Lh Cbl�l'{ lZi -2" -2� 211-2'rBE3 i.E�.�,- - - ----- - - -- .. 1717 3. ALL PLATES AND LEDGERS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE ' TREATED" OR APPLY 30# FELT BETWEEN WOOD AND CONCRETE OR MASONRY. 4. JOISTS UNDER ALL PARALLEL PARTITIONS. u �' 1, 5. FOR NAILING SEE SCHEDULE AND DRAWINGS. I N I Y j. E.CKLNGuj Y 1. DECKING SHALL BE BOND-DECK AS MANUFACTURED BY AMERICAN FOREST PRODUCTS FRESNO, CALIFORNIA. 1 ' 2, PANELS SHALL BE 1i" THICK X 20" WIDE ANO TRIMMED TO SPECIFIED LENGTHS. 3, MATERIAL-WHITE FIR DRIED TO 12% MOI5TliRE CONTENT BEFORE ASSEMBLY INTO PANELS. 4. INDIVIDUAL COURSES WITHIN THE PANEL SHALL BE JOINED TOGETHER BY WATERPROOF .._ -- 4- ADHESIVES TO DEVELOP MINIMUM DESIGN PANEL SHEAR STRESS OF 830 PLF. t __ - __ - . ___ < r �T 5. GRAOL - INDUSTRIAL WITH FACE OF BROWN PAPER. 6, DECKING SHALL BE SIDE AND END MATCHED. Q ON7. PANELS SHALL BE MINIMUM TWO SPAN LENGTH AND SHALL HAVE END JOINTS OF ADJACENT PANELS STAGGERED. {.\ I �\ B. FOR NAILING SEE SCHEDULE. \9 y N 1 �21 i I � I •' � �, i -GENERAL m O 1-q- . Sax G x o. E 7 -rue'+ ' 1. GENERAL COf4WCTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS (INCLUDING "f 01 c�iOLUMhJ �'?yP►C _� --�\ 2 OPENINGS) WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS, m 2. SHOP DRAWINGS SHALL BE REQUIRED ON REINFORCING STEEL, GLUE LAMINATED - T ----------- - -CAST CONCRETE MEMBERS AND SHALL BE REVIEWED PRIOR TO FABRICAT10f 0 BE �I- Gr�gt'1'?aBt�f '+�� 20 ' G�-rr~�� EB ( 20�-101r4n�B SUBMIT 1 PRINT AND 1 OILID REPRODUCIBLE FOR APPROVAL OR CORR£CTIDAS. 3. THIS STRUCTURE SHALL BE ADEQUATELY BRACED FOR WLND OR EARTHQUAKE FOFiCF.4 U UNTIL THE ROOF AND WALL UNITS HAVE BEEN PERMANENTLY ATTACHED THERE'T0. L NAILING AND CONNECTION SCHEDULE tRAr-H I J Gt- E!�l t-4 FJ. MINIMUM NUMBER OF NAILS FOR WOOD MEMBERS + � � F�ok1 _uPS�'T a�ftV►J� y� fcxr.EpjAS NOTED ON _DRAWINGS) _ 3 61MF•-COW HC7-�i ,2�G L, 'J 3L�; S1MF�5pt.► __ CONNECTION COMMON s ISG j p g - Lal G1NtA �J nF JR�IN. EAl.14 f'sEAM y'!Y�! YPI CAL-} j STUDS TO PLATES - END NAIL 2-16d - TOE NAIL 4-104d 1 TOP PLATES !F BOTTOM PLATES -_rx 14 x14-+ ' - SPIKE TOGETHER 16d 8 12" C, LRP & INTERSECTIONS 4-16d _ �. - T (~ 2X LAMINATED BEAMS 16d 71 24 T L STAGGER- � - I �9 Z'SONPDWC,14. CORNER STUDa 16d 7116" �t 1 I C•I �! DECK INC TYP, 1. NAIL TO SUPPORTING MEMBERS WITH ONE 16d TOE NAIL AND 5-16d FACE NRILS UNISJRMLY �9 M t5" i � f �4 x :11+ SPACED. I ',I• I � � I� , 2. NAIL TO SUPPORTING MEMBERS AT PARALLEL EDGES WITH 16d a O.C, _ Al ' 3. USE BOND DECK SHEAR CLIP5 4 PER SPAN PER PANEL. �s-!Du BD� I=�,al p� l•� 20L ! -� _� I n I PLYWOOD V =--- ------� FACIA Sr1EATHING BLOCK ALL EDGES WITH 2 x 6 P ® EDGES Bd 71 6" O.C. 71 INTERIOR OF SHEETS Bd • 10" O.C. (e-T APPLY }" CONTINUOUS BEAD OF 3M 4230 ADHESIVE TO ALL-PLATES AND STUDS AND BL,ICKING. OTHER W000 CONNECTIONS LEAD HOLES TO LAG THREADS ' '- " " " » » " ,� G } (� LAG 3/8 al 5/B = '} )bi 3/4 5/B f A �j Ci SOAP THREADS AND INSTALL WITH WRENCH ONLY CONNECT ALL BEAMS AND JOISTS WITH SIMPSON HANGERS TO DEVELOP STRENGTH OF MEMBERS. ~- 5 2 BChL. %/611 4'x$ Lz "'v S,tIt�h8�✓ d M �I�r E_re 'N/a. 1�x A'rDt"'S $c }� UJ AS► 6" F'A �-'� do /5`6x G">,O1-G" r'+�41-al' Oz. ylg1+H&%IG11xall Gn 4 -0 0 0,G. Es0 .7 L`�trK 2° gliND L,+CIG �- 1 t) REVIs10N71 G" C•ONC. ; I -44.,x 21 �- FSL`AM aIgtt� G CON G F'MllEI- - 1 i(v�41 k� vl.- ti"3F.,�•N 7 k. PAN6cl- \ I 31 DGIJP EMCK - • �• �n END C>F1�G ` pwRt.INS(� ----_�--_ �___ ____ �.__ .�__' DRAWN IN i cHwcxro my _ � , _» e -• - -- I• a 710 -OG}- II _ +t - '} x'L�!/y G.L . JOe ND. • q � ► d „ L { DATE 3Yia �-� - 5�6°x7%41"k I �� L¢vr i ,• �Y SIL>L�s A i- U M.. M Ox a • -D�I� IxG(6QN�t-SONC; 71 M N n 5ACH 511740_ nF R ACTH K sit= IJP" x G"x 1'-Q'' GarIG. i�ILASTLR. I�oTrntv� 't ' 4°x"1">t!'-nll0-all•' �- c�;.!f�V!N eIDF }�I x A x 1c Eo,GK P_ 411xeHNET TITLE ►'�i 10-S'�" x5" PWAWL-T9 TO GxF-U,la7 Ef�,'�1 C1�►�J�-►�OTlpl 1 '��~ __ _� ?�' c_.C�r�r .i�� IC�N N CON & MAM_`�I��GT1© 2 COL. e!lC 3WE.0�1QN - _ _ � � ���••1�- �6n w I;O Il _�_�--------.._----- ��?� ''c.:A..E A 4�t I'-C��------ 5-2 9CA1..E �I�v i�-bM �-2 fid-AL,l4 �.q s 1=O q Or _..•.-. - � ,.. ... ` J r.. - �.. -7777. ._,_.. ...,r...-,. --•-- _ s�..�. _ III II l�! 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