Loading...
Report (3) c0ly fir- U UU S Sw G�cr/Gr4� GRAVITY & LATERAL DESIGN FOR RESIDENTIAL OFFICE ADDITION SITE: 12245 SW Walnut St. Tigard, OR 97223 FOR: J C Parker Construction, Inc. 12245 SW Walnut St. Tigard, OR 97223 BY: DALLER ENGINEERING 12345 SW 601h Avenue Portland, OR 97219-7012 503-452-0505 ��T uN 503-246-0456 fax 1 DATE: November 7, 2013 REV. 1: May 9, 2014 ,`QED PROFF �GINZ 8457 OREGON 4 1� Cit` GQ. 22. 9'qC O L. O P� expires 12-31-13 sheets 1 R 1- 6R 1 SHEARWALL SCHEDULE MARK WALL COVER FASTENERS EDGES INTERM. REMARKS 15/32"APA Rated 0.131 FULL RD. HD. 6" O/C 12" O/C ALL PANEL EDGES BLOCKED AASheathing 32/16 Expl P-NAIL OR (ONE SIDE) 8d COMMON 15/32"APA Rated 0.131 FULL RD. HD. 4"O/C 12"O/C ALL PANEL EDGES BLOCKED Sheathing 32/16 Expl P-NAIL OR (ONE SIDE) 8d COMMON 23/32"APA Rated 0.148 FULL RD. HD. 6" O/C 12" O/C UNBLOCKED EDGES, EXCEPT Sheathing 32/16 Expl P-NAIL OR BLOCKED LINE 5 WITH 10d COMMON NAILING AT 6"O/C 15/32"APA Rated 0.131 FULL RD. HD. 6" O/C 12" O/C UNBLOCKED EDGES Sheathing 32/16 Expl P-NAIL OR 8d COMMON 2 R1 BEAM SCHEDULE MARK BEAM LENGTH QTY MATERIAL CONN. CONN. REMARKS SIZE LEFT RIGHT 131 5-1/4"x16" 26-3-1/2" 1 PARALLAM EPC66 EPC66 ADD 1/4" SHIMS 2.0E WS PSL P6 P6 AT CONNS. B2 3-1/2"x11-7/8" 14'-9" 1 PARALLAM EPC44 EPC44 PC44 @ P3 2.0E WS PSL P3 P3 MIDDLE POST B3 5-1/4"x14" 22'-0" 1 PARALLAM EPC64 EPC64 ADD 1/4" SHIM 2.0E WS PSL P8 P8 AT CONNS. B4 7"x18" 26-3-1/2" 1 PARALLAM EPC64 EPC64 ADD 1/2" SHIM 2.0E WS PSL P7 P7 AT CONNS. mid. & rt. left conn. ext wall B5 3-1/2"x11-7/8" 26-3-1/2" 1 PARALLAM O7 E.S. 10 mid. & rt. int wall 2.0E WS PSL P2 P2 B6 1-3/4"x11-7/8" 4# + 4 MICROLAM per per 1.8E WS LVL Trus Joist Trus Joist 3R1 POST SCHEDULE MARK POST QTY MATERIAL POST CAP POST BASE REMARKS SIZE CONN. CONN. none P1 4 x 4 3 DF/LAR NO. 1 shim as req'd tar paper for tight fit (see 135 for install inside existing 4x P2 4 x 4 6 DF/LAR NO. 1 2nd fir only) walls, shim as req'd for tight fit P3 4 x 4 3 DF/LAR NO. 1 (see 132) (see Sec. B) P4 4 x 4 8 DF/LAR NO. 1 (see Sec. B) (see Sec. B) P5 4 x 6 5 DF/LAR NO. 1 (see Sec. B) O3 P6 6 x 6 2 DF/LAR NO. 1 (see 61) P7 4 x 6 2 DF/LAR NO. 1 (see 134) P8 4 x 6 2 DF/LAR NO. 1 (see 133) O2 at DET. 2 only P9 4 x 6 1 DF/LAR NO. 1 O2 4R1 HOLDDOWN SCHEDULE MARK HOLD QTY STUDS STUD BOLTS ANCHORS REMARKS DOWN OR NAILS O1 LSTA15 6 8-10d total 4-10d ea. end) SET-XP EDGE DISTANCE = 4" O2 HDU2 2 4x 6-SDS1/4"x2.5" 5/8" dia x 12" EMBED=6" min., PROJ=6" thd'd rod A193 Gr 138 (304/316SS) SET-XP EDGE DISTANCE = 4" 0 HDU2 5 4x 6-SDS1/4"x2.5" 5/8" dia x 11" EMBED=5" min., PROJ=6" thd'd rod A193 Gr 138 (304/316SS) ® HDU2 7 4x 6-SDS1/4"x2.5" 5/8" dia A36 thd'd rod above and below floor 5O MSTC28 2 4x 16-10d (8 ea. end) © LFTA 1 4x 16-10d (8 ea. end) 5-8dx1-1/2 to 65 O7 1-12A 2 2-8dx1-1/2 to plates 135 to P2 at exterior wall 5-8dx1-1/2 to P2 ctrd on 135 ® LSTA18 13? 2x 6-10d x 1-1/2 2x4 ceiling joists to line up (3 ea. end) w/bot. truss member �9 LSTA9 26? 2x 6-10d x 1-1/2 truss end post to 135 (3 ea. end) each side SET-XP EDGE DISTANCE = 4" 10 3 1/2" dia x 9" EMBED=4" min., PROJ=5" - thd'd rod A1554 Gr 36, galvanized SET-XP EDGE DISTANCE = 2-1/2" 11 6 1/2" dia x 9" EMBED=4" min., PROJ=5" thd'd rod A1554 Gr 36, galvanized 6' max spcg/3' min spcg SET-XP EDGE DISTANCE = 4" 12 2 1/2" dia x 9" EMBED=4" min., PROD=5" thd'd rod A1554 Gr 36, galvanized TYPICAL EA. ROOF TJI 13 H4 AT ALL SUPPORTS SET-XP EDGE DISTANCE = 3" 14 2 1/2" dia x 5" EMBED=2" min., PROJ=3" thd'd rod 12"oc A193 Gr B8 (304/316SS) 5 R1 FOOTING SCHEDULE MARK FOOTING DEPTH QTY REBAR CLEAR REMARKS SIZE F1 3'-0" x 3'-0" 10" 1 (4) #5@10" O.C. 3" BOT. E.W. BOT F2 1'-6" x 1'-6" 10" 2 (2) #5@12" O.C. 3" BOT. E.W. BOT 6 R1