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Report GRAVITY & LATERAL DESIGN FOR RESIDENTIAL OFFICE ADDITION F- CH�/ JUN - 2 2014 SITE: 12245 SW Walnut St. CITYO�mylWi) Tigard, OR 97223 �I�.�I�;`� °s!S9n�` FOR: J C Parker Construction, Inc. 12245 SW Walnut St. Tigard, OR 97223 City of Tigard er! Plans Date OAK,- BY: DALLER ENGINEERING �Y�,Awrov 12345 SW 601h Avenue — Portland, OR 97219-7012 2 � � �- 503-452-0505 503-246-0456 fax REVISION OFFICE COPY DATE: November 7, 2013 REV. 1: May 9, 2014 REV. 2: May 22, 2014 ,��ED PROFF C'1 NZ W7 OR[doN q �6 C�c GQ• ?2. 19 �Q 9q D expires 12-31-1.5 sheets 3R2- 5R2 BEAM SCHEDULE MARK BEAM LENGTH QTYJ MATERIAL I CONN. I 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 ACE4(max)ACE4(max) 2.0E WS PSL P7 P7 mid. & rt. left conn. ext wall B5 3-1/2"x11-7/8" 26-3-1/2" 1 PARALLAM O7 E.S. 1O mid. & rt. int wall 2.0E WS PSL P2 P2 B6 1-3/4"x11-7/8" 41 + 4 MICROLAM per per 1.8E WS LVL I Trus Joist I Trus Joist 3RL _ r 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 B5 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 131) laminate 2 x 4 to 4 x 6 P7 4 x 6 2 DF/LAR NO. 1 (see 134) w/12d commons @ 12" oc & 2x4 sta eyed 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 2O 4 R4. HOLDDOWN SCHEDULE MARK HOLD QTY STUDS STUD BOLTS ANCHORS REMARKS DOWN I 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 A1554 Gr 36, galvanized SET-XP EDGE DISTANCE = 4" O3 HDU2 5 4x 6-SDS1/4"x2.5" 5/8" dia x 11" EMBED=S" min., PROJ=6" thd'd rod A1554 Gr 36, galvanized ® HDU2 7 4x 6-SDS1/4"x2.5" 5/8" dia A36 thd'd rod above and below floor 5� MSTC28 2 4x 16-10d (8 ea. end) © LFTA 1 4x 16-10d (8 ea. end) 5-8dx1-1/2 to 135 77 1-12A 2 2-8dx1-1/2 to plates 65 to P2 at exterior wall 5-8dx1-1/2 to P2 ctrd on 65 ® LSTA18 13? 2x 6-10d x 1-1/2 2x4 ceiling joists to line up (3 ea. end) w/bot. truss member 99 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=S" thd'd rod A1554 Gr 36, galvanized SET-XP EDGE DISTANCE = 2-1/2" 11 8 1/2" dia x 9" EMBED=4" min., PROJ=S" 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., PROJ=S" 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 A1554 Gr 36, galvanized 5RL