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�- — _ <br /> \�.rt; <br /> SHEARWALL EDGE NAIL{NG SHEARWALL EDG� NAILING T 16d � EA BLOCK AND � 12" 0/C <br /> TO BOTTOM PLATE. EXTEND BOTTOM PL.ATE. EXTEND INTO RIM. WHERE 3x BOTTOM PLATE IS <br /> SHEATHIhG CONT. TO SILL. 16d � EA JOIST. SHEATHING CONT. TO SILL. REQ'D, USE SDS Y4x4 Y2 SCREWS <br /> PRESSURE TREATED SILL WHERE 3x BOTTOM PRESSURE TREATED SILL PLATE LOCKING � 48" � <br /> ' pLATE PER SHEARWALL PLATE IS REQ D, USE PER SHEARWALL SCF�EDULE. USE 0/C W/ (3) 10d �G I � ti� <br /> SCHEDUI-E. USE 2x6 W/ SDSY4x4�i SCREW. 2x6 W/ A.B. � 48 0/C (MIN) NAILS N <br /> A.B. � 48" 0/C (MIN) LTP4 PER SHEARWALL <br /> - LTP4 PER SHEARWALL SCHEDULE <br /> SCHEDULE <br /> SHEARWALL EDGE SHEARWALL EDGE SHEARWALL PER PLAN � <br /> NAILING TO SILL NAILING TO SILL 16d � EA JOIST � <br /> PLATE PLATE <br /> +-� c� <br /> �t a • ; �� • � ; SHEARWALL EDGE NAILING TO � O� <br /> 6 a 6 BOTTOM PLATE NAIL SHTG TO BLK / RIM JST •U O <br /> � a � W/ 10d � 6" 0/C (TYP) <br /> ������ ':a .� JOIST PER PLAN -III+III—III—I • ' JOIST PER PLAN LTP4 �ROM BOTTOM O N <br /> , —���—�� =I —I�I�=T ':. (I—JOIST SHOWN) PLATE TO RIM JOIST PER (f) � <br /> •d (I—JOIST SHOWN) i� �.i. � . <br /> �-m= SCHEDULE (AT {n N <br /> FROST DEPTH : WHEN STAMPED LATERAL FROST DEPTH � ' a SHEARWALL ONLY FRAMING PER PLAN �fi- <br /> WHEN STAMPED LATERAL � <br /> �H�� MIN °� ONLY, REINFORCING BY � �j" MIN � � ° ONLY, REINFORCING BY � � p •• � <br /> C ) X <br /> C )T . �� . I lo�m�Rs.l �— — � � � � I�—I�1��(I 1= » ¢ o ,;� ° <br /> PER PLAN � 4 � °�• � —I I I—� PER PLAN o ��a ��� � : I T�I I 1=' 3/$ CDX APA RATED SHTG � � � <br /> '.� • � ' ' ... — r •• °.., a a ..I I I-I I�— � W/ 8d � 6" 0/C (PANEL EDGE) � <br /> . & 8d � 12" 0/C (PANEL FIELD) •� Y Q � <br /> �-�p� MATCHING HOLDOWNS INSTALLED C� � � � <br /> FROM CANTILEVERED BEAM TO r� ►- <br /> OOTING OOTING HOLDOWN POST � � � � <br /> 4" �b PERFORATED PLASTI PER PLAN REINFORCING PER 4" 4� PERFORATED PLASTIC PIPE. PER P�AN REINFORCING PER � � � N � <br /> PIPE. CENTER IN ONE CUBIC P�AN/SCHEDULE CENTER IN ONE CUBfC FOOT OF PLAN/SCHEDULE 2X4 HF # 2 W/ O a� � � <br /> F O O T O F F R E E D R A I N I N G F R E E D R A I N I N G G R A V E L A N D D R A I N 1/4 X 3 SDS SCREWS — � W M � <br /> GRAVEL AND DRAIN TO TO APPROVED OUTFALL. ' C� 12" 0/C (TYP) � � <br /> � APPROVED OUTFAL�. *gREAK SHEARWALL SHEATHING � BOTTOM OF SILL PLATE �- 'n <br /> SHEARWALL PER PLAN � � <br /> � <br /> JOISTS PERPENDICULAR JOISTS U w <br /> PARALLEL � Z <br /> � o <br /> _ <br /> EXT. WAL� FOU N D ATI ON CON N E�TI ON LATER A� ON �Y O��SET SH EAR WA�L CON N . � °- <br /> � APPLI CAB �E �OR ALL SH EAR WA�LS 2 � <br /> SCA�E: �I'4"=1'-0" <br /> � <br /> 00 <br /> � N <br /> _ _ 00 <br /> 0 0� <br /> z <br /> � � <br /> . Q � <br /> U ., <br /> POST PER OLDOWN PER PLAN �-- <br /> S.W. LENGTH NAIL SHEATHING TO HEAD�R PLAN/HOLDOWN (HDQ8 SHOWN) C\J I— <br /> PER PLAN W/ NAILS PER SHCEDULE Q 3" SCHEDULE (2-2x MIN) W <br /> 0/C EACH WAY � � <br /> :: : : : : : : . SH EARWALL PER WEB STI FFEN ER I N STALL�D � W <br /> • SNUG FOR I—JOISTS. NO <br /> .. . . . . . . . PLAN _1 � <br /> o e o STIFFENERS RE Q'D F�R (�J <br /> HOLDOWN PER PLAN ° � SOLID SAWN. PLACE 2x ANCHOR BOLT PER <br /> TOP PLATE (HDQ8—SDS3 SHOWN) o, o SQUASH BLOCK EA SIpE F-IOLDOWN SCHEDULE <br /> HEADER PER PLAN EXTEN BOTTOM PLATE SIZE AND � OF JOIST. WHERE HD DO�S <br /> OVER SHEARWALL AS SHOWN ANCHOR BOLTS PER o° � NOT LINE UP OVER JOI5T, OTTOM PLATE PER COV�� ,, <br /> p.T. 2x STUD. NAIL T SHEARWA�L SCHEDULE. NQTE: o° Q USE SQUASH BLOCK � SHEARWALL SCHEDULE �� � ! <br /> ^ EQUAL TO WIDTH OF HD IM JOIST PER PLAN. 1Y2 v �, <br /> CONCRETE W/ �,�LVANIZED 3x MAY BE REQ'D. o° z <br /> POST ABOVE (4x MIN). MIN WIDTH AT �, <br /> 16d � 8" 0/C (3) #4 VERTS EVENLY SPACED o° SHEARWALLS. ,�,.. <br /> .' �:, , :� ,.�. �� ON EACH FACE (6—TOTAL). CLEAR SPAN PRESSURE TREATED � ,��a� <br /> °� � ;.•: �a, ..' HOOK INTO FOOTING AS 17" MAXIMUM a� _ a , ILL PLATE PER �Sf�NAi.,�� <br /> �� � . SHOWN. . a. .a ..., a : o : d . SHEARWALL SCHEDULE. �� ���� <br /> PER PLAN �� � � . #3 TIES � 6" 0/C 30" MI � °~ � . �� �� a'' � ��° � STEM WALL AND <br /> ,, � . <br /> SLAB ON GRAGE .�: �+� � �; � �, REBAR � °..J,f.----''" EMBEDMENT �4 , ° 4 '� ��� �� ` . � � �a4 :� FOOTING PER PLAN. <br /> ' � '�' � �� �� 8" THICK CONCRETE `� �' <br /> LENGTH � LENGTH ` <br /> .`.:;� �'° PILASTER • . ° .;� ' :aa � . • • % � �. ` Drawn By: CHRIS <br /> . , .•�� • � � . ONE #4 REBAR �. < •: . • � �''. a a :�q 4 :� Checked By: CHRIS <br /> FOOTING PER � � ° ''� ' '� �.� � IN SHEAR CONE � � � ' � '.� � �� �� � � Date: 02-17-17 <br /> . PLAN (16" W x . , . . . � . . a . . . � . .. � . <br /> � ~ _� (12" MIN. REBAR , 4' � � ` � • � <br /> » �'� ' LENGTH) . �d�d� . d • . ° a.� . a. <br /> �. ° SDA JOB N0. <br /> 8 T MIN) :' . � . . � � . , � . � � . <br /> ••a• . .a ,G' <br /> �, 1 /2" M I N. �d � °� '' <br /> ►, 3 CL� � � . , . <br /> 9 HOOK TYP FROM CORNER � � � � <br /> TYPICAL GARAGE PI �ASTER � � HOLDOWN DETAI � W/ RIM sTRucTURa� <br /> 3 SCALE: 3�i"=1 —0 q- � N OTES <br /> " I N S T A L L A T I 0 N S�A�E: �4n-��-°�� , <br /> s 4 � 0 <br />