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STD 90' HOOK r 4"Qi PERFORATED PVC PIPE PER <br />TYP UNO TRENCH EXCAVATION LOCAL CODES WITH 6" OF 1" <br />UNOVERT CORNER BARS SHALL BE PARALLEL TO FTG MINUS GRAVEL ALL AROUND, <br />, <br />SAME SIZE TABULATED FOR MIN WRAPPED IN NON -WOVEN <br />WALL REINF FOR THICKER WALL GEOTEXTILE FABRIC. SLOPE TO <br />\/\ SLEEVES TO CLEAR DRAIN 1/8" PER V-0" MIN. TURN <br />j <br />A,� = SPLICE LENGTH PIPE 1" ALL SIDES NO PIPES ALLOWED IN DOWN PERFORATIONS AS SHOWN <br />,®� � <br />/\ MIN THIS REGION. LOWER i <br />FTGS AS REQ'D THREADED ROD AS REQ'D I I SQUASH BLOCKING TO MATCH <br />HOEDOWN CHORD ABOVE <br />R HOEDON W/ NUT AND WHERE JOIST SPACE OR <br />®�, WASHER BASE: EXTEND <br />SEE NOTES DETAILS OR PLANS FOR ¢ (� FOR WI I CRIPPLE WALLS ARE PRESENT <br />(1) #5 VERT REQ'D REINF. ALL BARS TO BE CONT TOF ® O 00 00 ROD INTO FTG, TYP UN® <br />�_ � WAS <br />OR SPLICED PER STRUCTURAL NOTES PIPE ® O <br />00 <br />BOF - Q ® Q II II <br />STD 180° HOOK / s' e 00 <br />®®O <br />® i®ii iiTi ii�? 0 ©— Tnp or FTC I I A• <br />­1 p SHEATHING & NAILING <br />& SPACING PER SHEAR WALL SCHED PER FLOOR FRAM11 ING <br />SHEATHING &NAILING PER PLAN NOTES SIMPSON A3S <br />SIMPSON JB SERIES TOP @ 24" OC <br />FOUNDATION PLAN NOTES <br />SILL PLATE NAILING PER FLANGE HANGER <br />SHEAR WALL SCHED <br />HOLDOWN PER PLAN LL' � � <br />® 0 0- <br />AND SCHED <br />N f�I <br />I <br />Q N <br />Z \T1TAL mI■,1,■a,/■.�11�/��\■;1=17._\:�,�■�:i^��7=�3:■�h�■.■lh\;[,L7`�f� >•G <br />SCALE: <br />1" <br />= V-0" <br />-�•� - - - --- -- SCALE. T w1,_®,� <br />SCALE: 1" - V-0" SCALE: 1" m 1'-0" <br />