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`�fY1�:.,��:.:.>. <br /> NAIL SHEATHING TO BLOCK NAI� ROOF SHTG N O LD�WN 5C N ED U LE <br /> W/ 8d C� 4" o/c TO TOP CHORD w/ �FOf� NOLDOWNS INSTALLED IN NEW �OUNDATIONS <br /> 8d � 6" o/c -- <br /> � � <br /> - MODEL ANCNOR BOLT TNRU BOLTS OR EMBEDMENT/ MINIMUM 1e de �G I N � ti4 <br /> . . NAILS/SCREWS STRAP LENGTt1 EDGE DIST. � <br /> (4) 16d NAIL ' ' <br /> FROM BRACE TO �45e 5TI1D10/R.1 N/A (28) 16d COMMON 10" EMBED I%" NA NA <br /> BLOCK SHEATHING TO MATCH � � <br /> 2x4 BLOCK C� EACH ,� SHEARWALL. NAIL TO GABLE PER CS I 4 N/A (30) I Od COMMON IN 34" + CLEAR SPAN CENTER ON RIM NA NA <br /> DIAGONAL BRACE <br /> SCHEDULE.(WHERE 10d NAILS ARE 51NGLE STUD J015T 4� � <br /> REQ�D, USE �OCI X 2�� LONG.� (54) IOd COMMON IN � „ 1100KT0 BEAM � � <br /> 2x4 DIAGONAL BRACE 2x FLAT C� GABLE M5TC48B3 NiA DOUBLE STUD 44�8 BELOW NA NA ._ <br /> � 48" 0/C BREAK SHEATHING ON U � <br /> O N <br /> f TOP PLATE ONLY (n � <br /> , HOLDOWN NOTES � � <br /> IF SHEATHING IS NOT BROKEN 1 . ALL—THREAD BOLTS SHALL CONFORM TO ASTM A307. Q <br /> ON TOP PLATE, USE A35 � 12" 0/C � Q � .a o <br /> 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f c = 2500 PSI � � � c, <br /> SHEARWALL PER <br /> � � <br /> PLAN 3. ALL HOLDOWNS RE�UIRE A (2) 2x POST UNLESS NOTED OTHERWISE. HDU11 AND HHDQ14 •� Y � � <br /> 1 G A B LE S H E A R WA L� C 0 N N REQu�RE A 6X6 o F# 2 M�N�M�M POST SIZE, U.N.O. WHERE HOLDOWNS ARE INSTALLED INTO � � �� � <br /> SCALE: 3/4��=� '-0" THE WIDE FACE OF THE STUD, THE STUDS MUST BE STITCH NAILED TOGETHER W/ 16d � N v� <br /> SINKERS STAGGERED � 4 0/C. � o � 0 3 <br /> � <br /> � <br /> S.W. LENGTH 4. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR SOiL. FOR � � W � <br /> PER PLAN NAIL SHEATHING TO HEADER W/ NAILS CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. � N <br /> PER SHCEDULE � 3" 0/C EACH WAY � `� <br /> " ' ' ' ' ' ' SHEARWALL PER 5. NAILS/SCREWS TO HOLDOWN POST SHALL BE PER MANUFACTURER'S SPECIFICATIONS. U ,i; <br /> .. . . . . . . . z <br /> •• • • • � • • • PLAN 6. ALL HOLDOWN BOLTS MUST BE RE—TIGHTENED JUST PRIOR TO ENCLOSING 2ND SIDE OF �- � <br /> TOP PLATE HOLDOWN PER PLAN WALL. �' � <br /> HEADER PER PLAN — EXTEND (HDQ8—SDS3 SHOWN) C/� <br /> OVER SHEARWALL AS SHOWN BOTTOM PLATE SIZE AND ANCHOR BOLTS � <br /> 00 <br /> P.T. 2x STUD. NAIL T PER SHEARWALL SCHEDULE. NOTE: 3x a� TRUSS PER PLA <br /> . CONCRETE W/ GALVANIZED MAY BE REQ'D. o° 8d C�? 6" 0/C INTO BLOCKING <br /> 16d � 8 0/C (3) #4 VERTS EVENLY SPACED ON EACH � ° <br /> � ° H1 CLIP C� EACH TRUSS � <br /> .� �;. ,�'� ,:�. � ��� FACE {s—TOTAL). HOOK INTO FOOTING AS e° 24" 0 C MAX Z 0 O <br /> ° SHOWN. ° ° � � � O � N <br /> . .'; �a . <br /> 0 <br /> PER PLAN �� � �� � .� ' #3 TIES � 6" 0/C ° ° � <br /> . , . 30" m' . o a (-- <br /> .� � _ <br /> SLAB ON GRAGE � ���� � � 8" THICK CONCRETE REBAR �r'j..,,..... � ° __ ; = '� ' U 0 Q� <br /> �'� '��� � y� PILASTER LENGTH ':��;::��.;, � ���.`; VENTILATION MAY BE z <br /> . ,. � <br /> ' �:i••;.�.;,''', :�`.i' � <br /> :� ' �� �=a ���� ����� � ONE #4 REBAR SHEARWALLWALL PER REQ D AT BLOCKING. Q <br /> ... � � �;�.,:.�.:.-:: <br /> � � ' � ' ' � ' � IN SHEAR CONE <br /> ��'''� PLAN — NAIL VERIFY METHOD W/ � C/� > <br /> FOOTING PER �� � �` " � � '��� �.�� � (12" MIN. REBAR SHEATHING (NTO EA ENGINEER PRIOR TO I— Q > <br /> . PLAN (16" W ,x .. ;. . . .;� .� � � � ..e�� . . LENGTH) CONSTRUCTION. BIRD (n <br /> 8" T MIN) :� �� � � �. a��,. ..� :�• .� � . .. ..:� —� „ MEMBER OF TOP U ., <br /> 1 /2 MIN. PLATE BLOCKING IS z � <br /> 9" HOOK TYP 3�� �� FROM CORNER ACCEPTABLE. � � � <br /> 'STND' INSTALLATION R00�/SHEARWAL� CONN . � �-'-� <br /> TYPICAL GARAGE PI �ASTER 3 q- ►— � <br /> � SCALE: Y2"=1'-0" <br /> N O W <br /> C� -� � <br /> � W <br /> BREAK SHEATHING ON PLATE AS <br /> BREAK SHEATHING ON PLATE AS SHOWN. SEE NOTE FOR ALTERNATE. <br /> SHOWN. SEE NOTE FOR ALTERNATE. <br /> SHEARWALL PER PLAN _ NOTE: THE LTP4 AND THE SHEARWALL PER PLAN DIAPHRAGM EDGE NAILING INTO RIM <br /> (WHERE SPECIFIED) DIAPHRAGM EDGE NAILING INTO 3x BOTTOM PLATE MAY {WHERE SPECIFIED) JOIST (10d � 6" o/c MIN) <br /> SHEARWALL EDGE NAILING RIM JOIST (10d � 6" o/c MIN) BE E�IMINATED FOR THE SHEARWALL EDGE NAILING 16d NAIL EACH BLOCK {USE SDSY4"x4Y2' <br /> (WHERE APPLICABLE) SHEAR CONNECTION FOR (WHERE APPLICABLE) SCREW FOR 3x BOTTOM PLATES) <br /> 16d NAIL EACH JOIST SHEARWALL #'S 1-5 IF LTP4 FROM BOTTOM PLATE 2 BAYS OF JOIST BLOCKING � <br /> LTP4 FROM BOTTOM PLATE TO (USE SDSY4"x4Y2" SCREW THE SHEATHING FROM THE Tfl RIM JOIST PER 48" o/c w/ (3)10d NAILS INTO <br /> RIM JOIST PER SCHEDULE (AT FOR 3x BOTTOM PLATES) SHEARWALL IS BROKEN SCHEDULE {AT SHEARWALL EACH BLOCK <br /> SHEARWALL ONLY) ONLY AT THE CENTER OF ONLY) <br /> THE RIMJOIST AND NAILED LPT4 FROM RIM JOIST TO <br /> LPT4 FROM RIM JOIST TO TO THE RIMJOIST W/ (2) TOP PLATE PER SCHEDU�E <br /> TOP PLATE PER SCHEDULE ROWS OF PANEL EDGE ' <br /> (AT SHEARWALL ONLY) NAILING. (AT SHEARWALL ONLY) <br /> SHEARWALL EDGE NAILING JOIST PER PLAN (I—JOIST SHEARWALL EDGE NAILING FLOOR FRAMING PER PLAN <br /> {WHERE APPLICABLE) SHOWN, SOLID SAWN SIMILAR) (WHERE APPLICABLE) (I—JOIST SHOWN, SOLID SAWN Drawn By: CHRIS <br /> SHEARWALL PER PLA 1Y4" RIM JOIST (MINIMUM) SHEARWAL� PER PLAN s�M��AR) Checked By: CHRIS <br /> (WHERE SPECIFIED) (WHERE SPECIFIED) 1y4" RIM JOIST (MI�JIMUM) Date: 03-15-17 <br /> (2)16d NAILS EACH JOIST <br /> TO TOP PLATE A34 FROM BLOCKING TO TOP PLATE <br /> SDA JOB N0. <br /> A JOIST PERPENDICULAR B JOIST PARALLEL � J � � <br /> � STRUCTURAL <br /> . F�LOOR J01 ST SH EAR U��ALL CO�J N ECTI ON NOTEs <br /> 5 . S — � � � <br />