4020 HOYT AVE B 2022 Plans 2025-09-30

NOTE: THE LTP4 AND THE 3x BOTTOM PLATE MAY BE ELIMINATED FOR THE SHEAR CONNECTION FOR BREAK SHEATHING ON PLATE AS SHEARWALL f S 1-5 IF SDA� SHOWN. SEE NOTE FOR ALTERNATE. THE SHEATHING FROM THE BREAK SHEATHING ON PLATE AS SHEARWALL IS BROKEN SHOWN. SEE NOTE FOR ALTERNATE. ONLY AT THE CENTER OF SHEARWALL PER PLAN THE RIMJOIST AND NAILED SHEARWALL PER PLAN DIAPHRAGM EDGE NAILING INTO RIM (WHERE SPECIFIED) DIAPHRAGM EDGE NAILING TO THE RIMJOIST W/ (2) (WHERE SPECIFIED) JOIST (10d O 6" o/c MIN) U) SHEARWALL EDGE NAILING INTO RIM JOIST (10d O 6- ROWS OF PANEL EDGE SHEARWALL EDGE NAILING 16d NAIL. EACH BLOCK (USE SDSY4 x4h TRUSS PER PLA SCREW � (WHERE APPLICABLE) o/ MIN) NAILING. (WHERE APPLICABLE) FOR 3x BOTTOM PLATES) ++ 16d NAIL EACH JOIST 2 BAYS OF JOIST BLOCKING O 48 0/c w/ / .0 LTP4 FROM BOTTOM PLATE TO (USE SDSY4'x47¢� SCREW 8d ® 6" 0 C IN Q RIM JOIST PER SCHEDULE (AT LTP4 FROM BOTTOM PLATE TO Rl (3) Od NAILS INTO EACH BL BLOCKING SHEARWALL ONLY FOR 3x BOTTOM P TES) JOIST PER SCHEDULE (AT SHEARWALL H1 CLIP ® EAC to LPT4 FROM RIM JOIST ONLY TO TOP PLATE PER LPT4 FROM RIM JOIST TO TOP PLATE P TRUSS (24to O/C SCHEDULE (AT SCHEDULE (AT SHEARWALL ONLY) Q 'o SHEARWALL ONLY) MA = a 0 cog SHEARWALL EDGE NAILING SHEARWALL EDGE NAILING a M (WHERE APPLICABLE JOIST PER PLAN (I—JOIST FLOOR FRAMING PER PLAN (I—JOIST �� 3 SHOWN, SOLID SAWN SIMILAR) (WHERE APPLICABLE) SHOWN, SOLD SAWN SIMILAR) VENTILATION MAY BE SHEARWALL PER PI-A 14" RIM JOIST MINIMUM SHEARWALL PER PLAN 1YV RIM JOIST MINIMUM REQ'D AT BLOCKING. 0 a o (WHERE SPECIFIED) ( ) (WHERE SPECIFIED (MINIMUM) WALL PER PLAN — o (2)16d NAILS EACH JOIST ) VERIFY METHOD W a M W 6 NAIL SHEATHING / TO TOP PLATE INTO EA MEMBER OF ENGINEER PRIOR TO L_ a 34 FROM BLOCKING TO TOP PLATE TOP PLATE CONSTRUCTION. BIRD :3 GIST PERPENDICULAR G JOIST PARALLEL BLOCKING IS FLOOR ROOF/SHEARWALL CON N . V) � JOIST SHEAR WALL CONNECTION 2 A F C No. Dace By Re Mae D K J EPDXY HOLDOWN SCHEDULE (n *FOR EPDXY INSTALLATIONS INTO EXISTING CONCRETE W nJ MODEL ANCHOR FASTENERS TO EMBEDMENT MIN. EDGE �- LL_I 00 BOLT POST LENGTH DISTANCE af > G HDU2—SDS2.5 0 ATR (6} y4" x 2 SDS 7 1�a" Q Q E 10 SCREWS 0 H HDU4—SDS2.5 " 0 ATR ( ) Y4" x 2 J" SDS .. of >_ SCREWS 12 � 13ya . CL 0 HOLDOWN NOTES Li ep 1. ALL—THREAD BOLTS SHALL CONFORM TO ASTIuI A307. ;. 2. MINIMUM CONCRETE COMPRESSIVE STRENGTH f'c = 2500 PSI. MINIMUM WALL �I- W 0 > (6) DOUBLE TOP PLATE W/ EDGE NAILING © J HOLDOWN PER SCHEDULE THICKNESS IS 8". Utz 15 2U71 (STAGGER) AND PLAN (HDQ8—SDS3 SHEARWALL EDGE NAILING AT ALL PANEL SHOWN) 3. ALL HOLDOWNS REQUIRE A (2) 2x POST UNLESS NOTED OTHERWISE. WHERE �g F } c� EDGES. BLOCKING AT ALL PANEL EDGES HOLDOWNS ARE INSTALLED INTO THE WIDE FACE OF THE STUD, STUDS MUST BE ® COORDINATE ALL STUD WHERE APPLICABLE. AND PLATE SIZES w/ STITCH NAILED TOGETHER w/ 16d SINKERS STAGGERED ® 4" o/c. v • x �' © EDGE NAILING TO HOLDOWN POST (FULL SHEARWALL SCHEDULE HEIGHT) STAGGER INTO DOUBLE STUDS REQUIREMENTS 4. MINIMUM EDGE DISTANCE IS FOR FORMED CONCRETE EXPOSED TO WEATHER OR © STUDS @ 16" ON CENTER Q EDGE NAILING TO POSTS, SOIL. FOR CONCRETE CAST AGAINST SOIL PROVIDE 3" CLEAR TO ANCHOR BOLT. cF,�crst rs ® PRESSURE TREATED SILL PLATE WITH TRIM STUDS, AND KING 5. NAILS SCREWS TO HOLDOWN POST SHALL BE PER MANUFACTURER'S EDGE NAILING AND ANCHOR BOLTS PER STUDS SPECIFICATIONS. Drawn ex CCC SHEARWALL SCHEDULE. (E) BEARING STUD FOR Cnea,.d ex ccc TOP PLATE SPLICE NAILING TO BE (8) 16d HEADER 6. WHEN FIELD CONDITION BECOME LESS THAN MINIMUM SHOWN, CONTACT ENGINEER Date: 11-18-21 SINKERS (MIN). LAP 48" MINIMUM. PRIOR TO PROCEEDING. 9411 CENTER SPLICE ON STUD. 7. ALL HOLDOWN BOLTS MUST BE RE—TIGHTENED JUST PRIOR TO ENCLOSING SECOND STD . SHEARWALL ELEVATION W/o RIM SIDE OF WALL. STRUCTURAL 3 DETAILS SCALE: N"=1'-0" 8. HOLDOWNS MAY BE ATTACHED TO EXISTING CONCRETE USING SIMPSON 'SET—XP' HIGH STRENGTH EPDXY. SIZE AND EMBED PER CHART. ICBO REPORT NO. ER-5279. DRILL ANCHOR BOLT HOLES V' LARGER THAN ANCHOR BOLT DIAMETER. S— 3 . 0