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WI D EX : ; <br /> N POSURE B H . _ _ ' _ N <br /> _ t� � <br /> � � <br /> _ u.� <br /> � <br /> 4: Kzt :I .37 <br /> _ G Tt1E <br /> CONST TI <br /> UC O PE I D t1E T <br /> 2: DURIN R N R O T CON RACTOR S11ALL BE . <br /> . . . . . . . . . , . • .. ... <br /> . . . . O : <br /> . . . � '. . � . 1 . � . . . . . . •. . <br /> . . . . � <br /> . . • . . . • . . .� � <br /> . � .. . . . . . . <br /> . . . . .. . . . . .. . . . �� . . ♦ . .. . .. . .. . . ... . . . . . <br /> . . � . . .. . . ♦ . . . <br /> . . . . . . . . e . . . . <br /> . ti <br /> .� . - . •. .. . . . . . . . . . . . . . . . <br /> , . . . . .a . . . <br /> . . a . . . . . � <br /> �. � �� <br /> . � . . <br /> N RNAL PRESSU E COEFFI ( . . . . . . . . v <br /> R C ENT NA . . . . . . ... . . . . . . WALL PER PLA <br /> SIBLE FOR ThE SAFETY F THE ILDING. Tt1E T . . . .. . . .. . . , c�l <br /> RESPON O BU CON RACTOR 5f1ALL . . . . . . •. . . . j . . .. <t <br /> . . : • a . . . , . . . .. . 2 LAYEf�S OF. 90 . <br /> . . • , . . . , . . a . . . . � <br /> . . . . . . # <br /> . .. . . <br /> . . . . i . . . . . . . . . . . . . . . . . <br /> . . . . . .� A . . • . . . . . <br /> . . . r -� <br /> . . . . .. . �. . . . . . . ��� <br /> . . . . . . . . M ! . •. . . . . . , . ..� '.� . . . . . . . . . . . � . <br /> 6. APPLICABLE WIND PRESSURE FO . . . . , . . . . .. . . � . �0 <br /> R <br /> ADE UATE Sti I . . . . . < . • . . .. . . .. . .. . . � a .� . <br /> PROVID� Q OR NG, BRACING AND GUYS'IN ACCORDANCE WITh ALL . . . . . .. . . • . . . . . � FE�T OR EQUIVALENT oL -�-� <br /> .., '.. . _ • . . a, • . • . . . .. , , . ,., . . . ,. . ,.. .. ,a . <br /> � �— <br /> • . . . � . . . . . . , SILL P <br /> . . . . .. .. . . . . . . . . LATE AND ANCHOR BOLTS � <br /> . .. . . . . a . . � . . �.. W N <br /> COMPONENTS A D C DD . . . . .. . . .. . .� . . . . . <br /> N lA JNG NA . . . , <br /> . . . . . .. . . . . . . _ (�"� <br /> _ T AL STATE AND LOCAL SAFE DI . . . . . . .. . L <br /> NA ION , TY OR NANCES: ANY DEVIATION MUST BE . . , . . . .,r . . . <br /> .. .. . . . •. .. . • . ., a� .. .., . . PER SHEARWALL SCHEDULE. USE � <br /> . . . . .,, . . � . . .• . . . . . .. . . . .-: � <br /> . . .a . . . .,. . , ;a. . . , V ' Q <br /> • • . . . SLAB PER PLAN �U <br /> . . , . . . . . , ., . . ... : . . . , � � <br /> APPROVED PRIOR TO ERECTION. . . . . . . . . . .. , . . <br /> . . . . . . . ... . . . . .. . .. _ _ 2x6 P.T. S U > <br /> ,. . � . . � . . , . . . . . , . .. . .4 •� ILL i'LATE W/ � � <br /> . . . . . . � . .. . . <br /> . . . . .. . <br /> . . .. . . . . . . . . . �� . . . . a • . � . . . <br /> . . . . a ,. . � <br /> . . � . . .� .. . .. . _ a, . . . d . x <br /> , .! . . . , . . . .. . . . . �. . v � , v <br /> E 1 I . � . . . . . . . a . . . .. . .. . . c� <br /> S S M C DESIGN DATA . . . . . ... . . . . � , . � BOLTS :� 48 0 C MIN. tf� <br /> . .. .� . .. . . . . . . .. , .. . • . . . � ) <br /> . . ^ � <br /> aL 6� <br /> -}.� <br /> : _ -� <br /> I . SEISMIC IMP T E . ECTION P E E _ <br /> O A FACT . A ER OC DU S HA F T <br /> R NC OR i .0 3 LL R R S LL CON ORM O OSF1A STANDARDS. ANY C FI w � -,� <br /> BA K LL / POROUS N <br /> tf� <br /> � <br /> N <br /> E : N . MATERIAL TYP • <br /> S ISMIC USE G O P D i T O MUST BE APP OVED B P I _ <br /> R U I EV A I R Y OShA R OR TO ERECTION. -0 <br /> ( ) � <br /> . � . <br /> . O <br /> . � <br /> v <br /> 2 . , <br /> . SPECTRAL RESPONSE ACCELE TI . _ <br /> RA ON Ss 1 21 .F�% G � <br /> ( ) > � <br /> . . � - <br /> . . : , <br /> „ . . <br /> p DO a . . . <br /> . UB <br /> LE TOP PL . u� <br /> ATE G P <br /> W ED E NAILING ER SCHEDULE <br /> � G HOLDOWN .. . . c� c� <br /> 3. SITE CLASS. D ASSUMED 4. Tt1E GONTRACTOR 511ALL BE SOLELY RESPONSIBLE FOR ALL CONST UCTION � O t ._ � <br /> � � �\ 6 : a . . v <br /> � <br /> . STAGG <br /> , , _ (� ., <br /> ER AND PLAN NDQ�—SDS3 <br /> 4. SPECTRAL RESPONSE COEFFIGENTS SD5 . 81 .9%G PROCEDURES INCLUDING LAGGING, SNORING AND PROTECTION OF ADJACENT' C � ; ( , • T . _ <br /> ( ) - . .S� <br /> : . � <br /> . a , <br /> . TY STRUCTU E _ T E T SHEARW - <br /> 5. SEISMIC bESIGN CATEGORY D : PROPER R S S R E S AND UTILITIES IN ACCORDANCE WITh ALL B ALL EDGE NAILING AT ALL PANEL SHOWN . <br /> , , � ) .a , : � <br /> � � <br /> - • L ST TE EDG -1� . <br /> G BA I - A AND LOCAL SAFETY DINA ES. $LOCKI - <br /> . 5 C SEISMIC FORCE RESISTING SY�TEM. ShEARWAL�S NATIONA , OR NCES. NG AT ALL PANEL EDGES H COORDINATE ALL STUD . <br /> � . . . d- <br /> . : _ WHE _ � � : : U .o <br /> '7. DE 1 . RE APPLICAB FROST DEPTH <br /> S GN BASE SHEAR SEE CALCULATIONS LE. . . �ouNDA�o�v �Y o�E�s <br /> AND PLATE SIZES w <br /> � . <br /> » <br /> , < <br /> . u.� : <br /> ONT <br /> CTO t1ALL B <br /> C <br /> . � <br /> _ <br /> 8: SEISMIC ESPONSE COEFF . 5. ThE RA R S E RESPONSIBLE FOR COORDINATING Tt1E W . <br /> R ICIENT (Cs) 0.088 G ORK OF O EDGE NAILING TO HOLDOWN POST FULL SHEARW�LL SCHEDULE _ �� ��N . . z ' <br /> ( � ) <br /> . . � <br /> . E p . , <br /> D S AN 5t1ALL hE _ <br /> 9. RESPONSE MODIFICATION FACTO . . ALL TfZA C CK ALL DIMENSIONS. ALL DISCREPANCIES St1ALL BE . O ' _ <br /> R (R) 6 5 (WOOD _ _ HEIGHT STAGGER INTO DOUBLE STUDS REQUIREMENTS -. ._, <br /> : ) : -� <br /> . „ _ , � . , z , <br /> — a. <br /> — TO Tt1 E ATTE <br /> S{1EA WALLS E NTION O� TNE ENGINEE AND BE L E . <br /> R , (R) I .5 FOR CANTILEVERED POST CALL D R RESO V D BEFORE D ILING TO P - . - :. <br /> O STUDS C� 16 ON CENTER Q EDGE NA OSTS, - , , . . . , � <br /> � - � <br /> DI ITN _ - , • . . <br /> IO. ANAY I P . P NGW THEWO , . <br /> L S 5 ROCEDURE USED E U) A T ROCEE RK. : _ . <br /> Q V LEN LATERAL ; TRIM STUDS AND KING , <br /> , <br /> E _ <br /> PRES . <br /> SURE TREATED SIL P <br /> Q L LATE WITH <br /> FORCE PROCED _ : <br /> URE <br /> : EDG <br /> E NA N <br /> STUDS _ <br /> I LI G <br /> AND ANCHOR BO T <br /> L S PER <br /> . z , : <br /> D I , OO11NG BY . , <br /> G. HOP RAW NG5 FO PREFAB ICATED T USSES A A oT�ERs <br /> _ S R R R ND M NUFACTURED FLOOR STUD FOR <br /> K BEARING „ <br /> � <br /> SHE _ _ O <br /> ARWALL SCHEDULE. <br /> 4 � PERFaRATED PLASTIC PIPE. — <br /> Si1ALL BE S B _ <br /> U M ITTED <br /> JOISTS TO Tt1E ENGINEER FO VIEW P I _ <br /> R RE R OR TO <br /> HEADER ; <br /> FRAMIN� LUMBE F � <br /> R <br /> , CENTER tN ONE CUBIC F <br /> O TOP P ooT oF _ <br /> LATE SPLICE NAILING TO �E 8 16d <br /> � ) <br /> TI N. _ . . <br /> FAB I CA <br /> O <br /> R <br /> , > - <br /> _ » FREE DRAINING : <br /> I . FRAMING LUMBER St1ALL BE f1E F GRAVE� AND DRAIN <br /> M IR NO. 2. GRADES <br /> SINKERS MIN . <br /> LAP '48 MINIMUM. <br /> � ) <br /> T0 APP 0 <br /> aE i <br /> R VED OUTFALL. <br /> � <br /> R TYP CAL UNLESS OTt1E WISE <br /> R NOTED ON PLANS. <br /> INGS I DI <br /> CENTE <br /> R SPLICE ON STUD. <br /> LUMBER TO BE GRADE MARKED PER WCLIB ��I <br /> 7. DRAW N CATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. <br /> _ CONDITIONS A T <br /> _ WI1E E RE NO SPECIFICALLY INDICATED A <br /> R BUT RE OF SIMILAR . <br /> F D N �- <br /> N SH EAR WAL� <br /> SPEGFICATIONS. : , C C�I v N <br /> [� <br /> STD . SHEAR RI <br /> W A L L E�E V A T I O f� W 0 M <br /> C1IARAGTER TO DETAILS SF10WN SIMILAR DETAILS OF CONSTRUCTI N f1 2 SCALE: =1 —0 <br /> � <br /> O S ALL BE 4 <br /> _ . 1 <br /> BJECT T E I _ , <br /> E O R V EW BY TI1E ENGINEE . <br /> U5 D SU R <br /> 2: ST UCTU : ' <br /> R RAL ShEATt11NG S11ALL BEAPA RATED u� <br /> PLYW D E ' : <br /> . � : <br /> 00 XPOSU 1 511E <br /> RE ATIIING CONFORM(NG T _ Q <br /> , O <br /> ETAILS DESIG E <br /> _ c� <br /> 8. ALL D NAT D A5 STAN DARD O TYPICAL hALL � <br /> EITti _ <br /> R S OCCURIN <br /> ; <br /> _ <br /> ER COMME CIA _ <br /> R L STAN DARDS P5 I 83 APA PRP I 08 <br /> , , ; <br /> N TO ANY E <br /> OTt1 SP <br /> ADDITIO R ECIFIC DETAIL CALLED OUT. <br /> O V U T _ - <br /> . -: <br /> R OL N ARY PRODUCT STANDA D PSE 2 <br /> R 9 . PROVIDE A <br /> O <br /> 3 <br /> �� . <br /> i <br /> n ' <br /> MINI <br /> MUM OF ED <br /> GE DIST <br /> ANCE O A <br /> Z <br /> / N LL NAIL A <br /> S ND _ <br /> 8 / <br /> a : <br /> DINATE WITt1 _ <br /> MECHA i <br /> 9. COOR N CAL PLUMBING AND E E I D <br /> , , <br /> L CTR CAL RAWINGS FOR _ <br /> EXPANSION JOINT BETWEEN ALL PA _ <br /> NEL EDGES. MINIMUM <br /> LOCATION OF . _ . <br /> IZE A D ALL OPENI i _ <br /> S N NGS REQU RED FOR DUCTS PIPES PIPE <br /> . , , <br /> SHEATt11NG RE UI EME T . <br /> Q R N 5 ARE AS FOLLOWS <br /> . _ ELE I <br /> CT CAL C D <br /> SLEEVES R ON UITS AND OTt1E ITE <br /> R MS TO BE E BED E <br /> 15 <br /> �� <br /> , , M D D IN <br /> `ROOF SHEATti - : _ <br /> ING TO BE <br /> I NT APA TE ,. - <br /> / <br /> RA D <br /> Z - - _ :- <br /> 3 . <br /> TE <br /> O OTNE <br /> R WISE 1 P - . <br /> CONC � R NCO T IN <br /> R R ORA ED ST UCT <br /> R U RAL WO K. <br /> , ; � <br /> R <br /> � <br /> � - <br /> PLYW ` , : <br /> OOD <br /> O O B _ <br /> R S WIT <br /> t1 EXTE 10 E <br /> / R R GLU P.I. <br /> I6 � <br /> �i , . <br /> 24 0. AI WIT _ <br /> N L h 8d NAi LS AT <br /> / 6 ON E ' <br /> C NTER AT <br /> VIDE PE IT <br /> O N J� A <br /> I P � ND `. <br /> O. O SUPPO TS AS E i <br /> R R R U RED PE STANDA D D `. <br /> °PANEL ED E <br /> �� <br /> , Q R R ETAI L5 - � <br /> G S AND I 2 O CE <br /> N NTE T <br /> A I TE ED <br /> R N M �ATE <br /> R L1� <br /> T : --- ; ` <br /> F 11 A ERS MECIIANICAL E IP <br /> OR E , QU MENT VENTS DUCTS PIPING ETG. ALL <br /> , , , , <br /> �'- . <br /> E BE - _ <br /> M M . <br /> RS <br /> � <br /> . DED N <br /> MEC ANICAL E P T <br /> SUSPEN QUI MEN St1ALL BE SWAY LATE , <br /> OR RALLY BRACED: LL�i <br /> _ �J <br /> � <br /> . <br /> . ` ` _ <br /> I.�.J ' <br /> 3 <br /> , , <br /> � <br /> SUB FLOO I <br /> l _ � <br /> R NG TO BE / ,ONGUE AND GROOVE C D <br /> � . <br /> _ � <br /> I NT-AP _ : <br /> A TED P YW <br /> RA L OOD <br /> O OSB WITt1 <br /> R EXTE I ` <br /> R OR <br /> � <br /> �` <br /> GLUE P.i. <br /> 48 24. GLUE A D . <br /> ` �-- _ <br /> N NAIL WITt1 l Od NAI <br /> , / L.S _ <br /> � <br /> . <br /> ,,- _ _ <br /> � <br /> �� <br /> AT : <br /> � ON CENTE AT P <br /> A <br /> R NEC EDGE ` A D <br /> 5 N J2 <br /> ON <br /> CENTE AT I : <br /> R NTE MEDIATE E : , -: <br /> R M MBE . : � ' <br /> R5 . 1.1�! <br /> : : . : J <br /> � <br /> � : : <br /> 3. NAILIN <br /> _ : Q� <br /> G St1ALL CONFORM TO T , <br /> ABLE 2304.9. I OF Tt1E <br /> : _ � <br /> � <br /> : <br /> : INTE NATIO <br /> F <br /> R NAL BUILDING C D � . <br /> � � � <br /> l N LE � <br /> S5 NOTED <br /> : . � � <br /> OTf1E I E. ` <br /> RW S U5E COMMON NAI _ ; . <br /> LS TNROUGNOUT UNLESS <br /> ; � <br /> � -`: <br /> NOTED OTt1ERWiSE. <br /> . � <br /> � <br /> : : � � . <br /> � <br /> � <br /> 4. NO STRUCTU L E BE _ <br /> � <br /> RA M M R 5t1ALL BE CUT OR NOTCt1ED - � <br /> I.l�l <br /> UNLESS SPE I ` <br /> C FICALLY DETAILED OR APPROVED IN WRITING _ <br /> � . <br /> � : <br /> BY Tf1E STRUCTURAL ENGINEER: <br /> � <br /> _ � ;ll.�l , <br /> ` . - 0� <br /> � <br /> 5. P <br /> ROVIDE PROPERLY SIZED WASHERS UNDER hEADS AND <br /> N UT F : <br /> S O ALL BOLTS AND LAG SCREW BEA <br /> 5 RING ON <br /> I SO _ . <br /> WOOD. <br /> S MP N ACE (TYP} <br /> �� �� �� <br /> ` G. : ' <br /> PROVIDE 3 x3x0.229 WASf1E . : � <br /> RS AT ALL ANCHOR _ <br /> B . ; : <br /> OLTS. <br /> : . � . . <br /> � , <br /> � <br /> - , �3 l .> <br /> 7: B <br /> OLT t10CES S11ALL BE NO <br /> MINAL DIAMETER OF BOLT ' <br /> � <br /> I . _ <br /> � � � <br /> " . � ' <br /> , _ DIAP � , _. <br /> HRAGM EDGE N I .� <br /> A LING �. <br /> �r _ �:� <br /> i ¢ � <br /> � .� <br /> DIAPHRAGM EDGE , � � <br /> P <br /> LUS UNLESS NOTED ThE » <br /> . � <br /> / O RWISE: LAG BOLT f'i - ° <br /> i� LOT � <br /> .�v . <br /> _ . � <br /> BEAM PE <br /> � . . <br /> � � <br /> R PI.A►v 8d C� 6 0 , <br /> c _ `- <br /> : � <br /> � , <br /> f-I <br /> O E h <br /> _ NAILING 8d � <br /> � <br /> L 5 S AL B <br /> L EP E I <br /> D LLED <br /> R R TO 60% �, . <br /> OF Tt1E <br /> NOMINAL . `� <br /> . . ,� ; � , ;, � <br /> : . ,. -�. <br /> � �: . <br /> ; �� ' <br /> , 6 o c <br /> _ .. <br /> DIAMETER O� Tt1E LAG BOLT UNLESS NOTED �Tt1ERWiSE. 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