2105 GRAND AVE 2017-08-18 - Laserfiche WebLink

HOLDOWN POST. SEE — A F HOLDOWN SCHEDULE OR LENGTH OF FOR DOUBLE SIDED SHEARWALLS, THE PLAN FOR MINIMUM SHEARWALL SHEATHING ON EACH FACE MUST f e e F REQUIREMENTS EXTEND CONTINUOUS BETWEEN HOLDOWN POSTS AS SHOWN. D K OPENING PER PLA (n J LOCATION OF # # O B HOLDOWN TO BE STHD14RJ Q o INSTALLED — U � TYPE OF HOLDOWN TO BE INSTALLED O `� U-) SHEARWALL DESIGNATION — SEE Co > SHEARWALL SCHEDULE FOR FRAMING, Q ¢Ing X E NAILING AND ANCHORAGE Ir I a 0 W U REQUIREMENTS L� y G LATERAL MARKING LEGEND C)) ui 00 •— E — W D WALL PER PLA p 3:0) N • + SILL PLATE AND ANCHOR 0 3 '•'> "'•' BOLTS PER SHEARWALL (2) LAYERS OF 90# FELT _ o M 3 • '' ° ' OR EQUIVALENT CO a)M �'. SCHEDULE. (USE 2x6 P.T. Q N > .';,•; <�• •.� . SILL PLATE W/ %" 0 LAB PER PLAN L`J N J—BOLTS O 48" 0/C MIN.) BACKFILL W/ POROUS MATERIAL U z DOUBLE TOP PLATE W/ EDGE NAILING ©HOLDOWN PER SCHEDULE TYP a (STAGGER) AND PLAN (HDQ8—SDS3 ©SHEARWALL EDGE NAILING AT ALL PANEL SHOWN 6,, e d _ U) EDGES.-BLOCKING AT ALL PANEL EDGES ®COORDINATE ALL STUD AND a —�) �~ WHERE APPLICABLE. �I�III '� ©.EDGE NAILING TO HOLDOWN POST (FULL PLATE SIZES w/ SHEARWALL HEIGHT) STAGGER INTO DOUBLE STUDS SCHEDULE REQUIREMENTS FROST DEPTH WHEN STAMPED LATERAL J EDGE NAILING TO POSTS, (18" MIN) ONLY, REINFORCING BY OD STUDS @ 16" ON CENTER O TRIM STUDS, AND KING T e OTHERS. w E)PRESSURE TREATED SILL PLATE WITH STUDS ER (PLAN a� EDGE NAILING AND ANCHOR BOLTS PER ©BEARING STUD FOR 00 N FO TOP SHEARWALL P ATE SPLICE NAILING TO BE (8) 16d HEADER 4" 0 PERFORATED PLASTIC PIPE. PER PLAN OOTING REINFORCING Q 0) SINKERS (MIN). LAP NAILING MINIMUM. CENTER IN ONE CUBIC FOOT OF PER PLAN/SCHEDULE Q FREE DRAINING GRAVEL AND Q CENTER SPLICE ON STUD, DRAIN TO APPROVED OUTFALL. 1 STD SHEARWALL ELEVATION W/O RIM SCALE: 2 =1'-0"' CD 2 FNDN SHEARWALL CONN (LATERAL ONLY) W ,L w ory � w N BREAK SHEATHING ON PLATE AS SHOWN. BREAK SHEATHING ON PLATE AS SHOWN. w SEE NOTE FOR ALTERNATE. SEE NOTE FOR ALTERNATE. SHEARWALL PER PLAN DIAPHRAGM EDGE NAILING INTO SHEARWALL PER PLAN NOTE:THE LTP4 AND THE 3x - (WHERE SPECIFIED) DIAPHRAGM EDGE NAILING INTO BOTTOM PLATE MAY BE (WHERE SPECIFIED) RIM JOIST(I Od cQ 5'o%MIN) RIM J015T U Od Q G"o/c MIN) ELIMINATED FOR THE SMEAR I Gd NAIL EACH BLOCK(USE 5054"AJ42" 5HEARWALL EDGE NAIL ING CONNECTION FOR SHEARWALL EDGE NAILING SCREW FOR 3x BOTTOM PLATES) (WHERE APPLICABLE) I Gd NAIL EACH J015T(U5E SHEARWALL 85 1-5 IF THE (WHERE APPLICABLE) 2 BAYS OF J015T BLOCKING Q 48"o% SDralq x4y"SCREW FOR 3x SHEATHING FROM THE w/(3)1 Od NAILS INTO EACH BLOCK TRUSS PER PLA LTP4 FROM BOTTOM PLATE2LTP4 FROM BOTTOM PLATE NNN---��\ BOTTOM PLATES) SHEARWALL 15 BROKEN ONLY \ TO RIM JOIST PER SCHEDULE�\ TO RIM J015T PER SCHEDULE \ AT THE CENTER OF THE (AT SHEARWALL ONLIO RIMJOIST AND NAILED TO THE (AT SHEARWALL ONLY) 8d ® 6 O/C INTO BLOCKIN LPT4 FROM RIM J015T TO RIMJOI5T W/(2)ROWS OF LPT4 FROM RIM J015T TO H1 CLIP EACH TRUSS TOP PLATE PER SCHEDULEL PANEL EDGE NAIUNG. TOP PLATE PER SCHEDULE (AT5HEAKWALLONLY) (AT5HEARWALLONLY) (24" O/C MAX) SHEARWALL EDGE NAILING JOIST PER PLAN(I-JOIST SHOWN, SHEARWALL EDGE NAIUNG FLOOR FRAMING PER PLAN(I-JOIST ("ERE APPLICABLE) 50LID SAWN SIMILAR) (WHERE APPUCABLE) SHOWN,SCUD SAWN SIMILAR) SHEARWALL PER PLAN-----_ ly4"RIM JOIST(MINIMUM) SHEARWALL PER PLAN lyq"RIM JOIST(MINIMUM) VENTILATION MAY BE Drawn B CHRIS (WHERE SPECIFIED) (WHERE SPECIFIED) y (2}I Gd NAILS EACH J015T TO REQ'D AT BLOCKING. Checked By.CHRIS TOP PLATE 4FROMBLOCKINGTOTOPPLATE kll�f '. WALL PER PLAN — VERIFY METHOD W/ Date:04-26-13 f I NAIL .SHEATHING �1J015T PERPENDICULAR JOIST PARALLEL ' INTO EA MEMBER OF ENGINEER PRIOR TO SDA JOB N0. 6 TOP PLATE BLOCKING SON. BIRD 7030 ACCEPTABLE. �FLOOK JOIST/SHEAKWALL CONNECTION 4 ROOF/SHEARWALL CONN. STRUCTURAL / / - r 5- 3. 0 ,